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    • Associate Professor Sanjay Kumar Shukla
      https://www.ecu.edu.au/__data/assets/image/0013/1021522/SHUKLA-Sanjay_Photo_February-2023.jpg
    • A/Prof Sanjay Kumar Shukla

      Associate Professor Sanjay Kumar Shukla

Associate Professor Sanjay Kumar Shukla

Associate Professor

Staff Member Details
Telephone: +61 8 6304 2632
Facsimile: +61 8 6304 5811
Email: s.shukla@ecu.edu.au
Campus: Joondalup  
Room: JO5.202  
ORCID iD: https://orcid.org/0000-0002-4685-5560

Sanjay Kumar Shukla currently serves as the Civil Engineering Discipline Coordinator and Founding Leader of the Geotechnical and Geoenvironmental Engineering Research Group at the School of Civil Engineering, Edith Cowan University, Perth, Australia. He also served as the Founding Program Leader of the Discipline of Civil Engineering from April 2009 to December 2018. Prior to joining Edith Cowan University, he held academic positions at several Indian institutions, including the Indian Institute of Technology (Banaras Hindu University), Varanasi, India. He has also served as a visiting scholar at The Hong Kong Polytechnic University for several months between 2002 and 2005, and at James Cook University, Townsville, Australia, for six months in 2008. Since 2014, he has been the Founding Editor-in-Chief of the International Journal of Geosynthetics and Ground Engineering, published by Springer Nature, Switzerland. He holds Distinguished Professorships at several universities, including the esteemed Delhi Technological University, Delhi, India, and Southern Illinois University, Carbondale, USA. He is a Chartered Professional Engineer (Civil and Geotechnical) registered with Engineers Australia, holds the designation of Asia Pacific Economic Cooperation (APEC) Engineer in Civil Engineering, and is recognised as an International Professional Engineer in Civil Engineering by the International Engineering Alliance. Dr Shukla is a Distinguished Fellow of both the American Society of Civil Engineers and Engineers Australia. He also serves on the editorial boards of several international journals. He has made substantial contributions to academic literature, authoring 28 books and over 335 articles. He has been consistently recognised among the world’s top 2% of scientists by Elsevier and ranks in the top 0.5% globally according to ScholarGPS. His Research Interest Score on ResearchGate is higher than 99% of its members. Dr Shukla’s research, aligned with the United Nations Sustainable Development Goals, is widely cited and applied globally. His outstanding contributions have earned him numerous prestigious honours, including the 2025 Editorial Contribution Award from Springer Nature, the 2024 Distinguished Honour from the Consulate General of India in Perth for his contributions to geotechnical engineering, the 2021 ECU Aspire Award, and the highly esteemed 2018 IGS Award from the International Geosynthetics Society, USA. His groundbreaking work, such as the generalised expressions for seismic active thrust (2015) and passive resistance (2013), as well as the innovative Shukla’s wraparound reinforcement technique, has become integral to engineering education and is widely applied by engineers around the world. His Seven Research Mantras, introduced in 2022, have been influential in promoting sustainable and high-quality research practices globally. Dr Shukla actively collaborates with leading universities, research institutions, industries, and professionals worldwide on academic, field-based, and consulting projects, offering expert solutions to complex geotechnical challenges. His broad expertise and impactful contributions have significantly advanced the global practice of civil engineering. A highly respected speaker, he is frequently invited to deliver keynote addresses and conduct short courses internationally.

Research Areas and Interests

  • Geosynthetic and Fibres for Sustainable Developments
  • Ground Improvement Methods
  • Earth Pressure and Slope Stability
  • Soil-Structure Interaction
  • Environmental, Mining and Pavement Geotechnics

Qualifications

  • Doctor of Philosophy, India, 1995.
  • Master of Technology in Civil Engineering, India, 1992.
  • Bachelor of Science Engineering (Civil), India, 1988.

Research Outputs

2025

Journal Articles

  • Lakshmi, S., Supraja, P., Sreya, S., Sathyan, D., Shukla, S. (2025). Property evaluation of basalt fibre-reinforced sawdust mortar. Innovative Infrastructure Solutions, 10(2), article number 47. https://doi.org/10.1007/s41062-025-01861-x.
  • Muthukumar, S., Sathyan, D., B, P., Shukla, S. (2025). Machine learning-based seismic response forecasting using feature mapping algorithms and scientometric analysis of nailed vertical excavation in a soil mass. Cogent Engineering, 12(1), article number 2467144. https://doi.org/10.1080/23311916.2025.2467144.
  • Kumar, Y., Trivedi, A., Shukla, S. (2025). Impact of moving load vibrations on pavement damage supported by flow-controlled geomaterials. International Journal of Non-Linear Mechanics, 172(2025), article number 105045. https://doi.org/10.1016/j.ijnonlinmec.2025.105045.
  • Mirzaaghabeik, H., Mashaan, NS., Shukla, S. (2025). Shear Behavior of Ultra-High-Performance Concrete Deep Beams Reinforced with Fibers: A State-of-the-Art Review. Infrastructures, 10(3), Article number 67. https://doi.org/10.3390/infrastructures10030067.
  • Mirzaaghabeik, H., Shukla, S., Mashaan, NS. (2025). Effects of vertical reinforcement on the shear performance of UHPC deep beams with synthetic and steel fibres. Structures, 76(June 2025), Article number 109038. https://doi.org/https://doi.org/10.1016/j.istruc.2025.109038.
  • Mirzaaghabeik, H., Mashaan, NS., Shukla, S. (2025). A Predictive Model for the Shear Capacity of Ultra-High-Performance Concrete Deep Beams Reinforced with Fibers Using a Hybrid ANN-ANFIS Algorithm. Applied Mechanics, 6(2), Article number 27. https://doi.org/https://doi.org/10.3390/applmech6020027.
  • Mirzaaghabeik, H., Mashaan, NS., Shukla, S. (2025). Impact of geometrical dimensions on the shear behaviour of UHPC deep beams reinforced with steel and synthetic fibres. Structures, 78(August 2025), Article number 109260. https://doi.org/https://doi.org/10.1016/j.istruc.2025.109260.

2024

Journal Articles

  • Ardhira, P., Shukla, S., Sathyan, D. (2024). Thermo-mechanical behaviour of newly developed fabric-reinforced engineered geopolymer mortar. Construction and Building Materials, 440(2024), article number 137441. https://doi.org/10.1016/j.conbuildmat.2024.137441.
  • Dixit, A., Singh, D., Shukla, S. (2024). Evaluation of hydraulic conductivity and self-healing potential of punctured geosynthetic clay liner. International Journal of Geotechnical Engineering, 18(5), 502-516. https://doi.org/10.1080/19386362.2024.2377453.
  • Khatoon, S., Kumar, K., Samui, P., Sadik, L., Shukla, S. (2024). Machine learning approach for evaluating soil liquefaction probability based on reliability method. Natural Hazards, 2024(Article in press), pp. https://doi.org/10.1007/s11069-024-06934-1.
  • Vijayan, V., Shukla, S., Mini, K. (2024). Slurry infiltrated low-quality construction and demolition coarse aggregate waste in concrete - a sustainable construction. Materials Research Express, 11(8), article number 85505. https://doi.org/10.1088/2053-1591/ad6afc.
  • Ardhira, P., Shukla, S., Sathyan, D. (2024). Synthesis of geopolymer mortar from biomass ashes and forecasting its compressive strength behaviour. Case Studies in Construction Materials, 21(2024), article number e03581. https://doi.org/10.1016/j.cscm.2024.e03581.
  • Soda, PR., Mogal, A., Chakravarthy, K., Thota, N., Bandaru, N., Shukla, S., Mini, KM. (2024). Performance Assessment Of Sustainable Biocement Mortar Incorporated With Bacteria-Encapsulated Cement-Coated Alginate Beads. Construction and Building Materials, 411(2024), article number 134198. https://doi.org/10.1016/j.conbuildmat.2023.134198.
  • Ardra, R., Karthik, S., Padmakumar, TG., Kishnan, R., Shukla, S., Sathyan, D. (2024). Mycelium-infused geopolymer bricks for non-load-bearing walls: experimental investigation and life cycle assessment. Innovative Infrastructure Solutions, 9(3), article number 72. https://doi.org/10.1007/s41062-024-01379-8.
  • Kumar, Y., Trivedi, A., Shukla, S. (2024). Investigating the Influence of Frequency on Piezo-dynamics of Polyvinylidene Fluoride (PVDF) Films Embedded in Confined Geomaterials. Journal of Vibrational Engineering and Technologies, 12(7), 8867-8886. https://doi.org/10.1007/s42417-024-01395-z.
  • Bharathi, M., Raj, D., Dubey, R., Shukla, S. (2024). An Experimental Study on Vibration Induced by Dynamic Pile Load in an Adjacent Building. Indian Geotechnical Journal, 2024(Article in press), pp. https://doi.org/10.1007/s40098-024-00948-z.
  • Xie, T., Zhu, H., Tan, D., Shukla, S. (2024). Modeling pipe-soil interaction under surface loading using material point method. Tunnelling and Underground Space Technology, 147(2024), article number 105709. https://doi.org/10.1016/j.tust.2024.105709.
  • Otieno, F., Shukla, S. (2024). How does mine tailings slurry solids concentration affect stability of dam embankment slope?. International Journal of Mining, Reclamation and Environment, 38(4), 281-292. https://doi.org/10.1080/17480930.2024.2305517.
  • Kumar, Y., Trivedi, A., Shukla, S. (2024). Damage Evaluation In Pavement-Geomaterial System Using Finite Element-Scaled Accelerated Pavement Testing. Transportation Infrastructure Geotechnology, 11(3), 922-933. https://doi.org/10.1007/s40515-023-00309-y.
  • Kumar, Y., Trivedi, A., Shukla, S. (2024). Deflections Governed by the Cyclic Strength of Rigid Pavement Subjected to Structural Vibration Due to High-Velocity Moving Loads. Journal of Vibrational Engineering and Technologies, 12(3), 3543-3562. https://doi.org/10.1007/s42417-023-01063-8.
  • Pradeep, NM., Kumar, S., Shukla, S. (2024). Evaluation Of Strength Behavior Of Aggregates Mixed With Tire Chips In Granular Piles. Iranian Journal of Science and Technology: Transactions of Civil Engineering, 48(1), 81-96. https://doi.org/10.1007/s40996-023-01155-1.
  • Dixit, A., Singh, D., Shukla, S. (2024). Effect of expansive soils on swelling behavior of encapsulated sodium bentonite of geosynthetic clay liner (GCL). Materials Today Proceedings, 102(2024), 1-5. https://doi.org/10.1016/j.matpr.2023.02.220.
  • Venkatesan, V., Mayakrishnan, M., Shukla, S. (2024). Effect Of Pile Spacing In Helical Pile Groups In Soft Clays Under Combined Loading. Marine Georesources and Geotechnology, 42(4), 432-452. https://doi.org/10.1080/1064119X.2023.2196962.
  • Dixit, A., Singh, D., Shukla, S. (2024). Assessment Of Human Health Risk Due To Leachate Contaminated Soil At Solid Waste Dumpsite,Kanpur(India). International Journal of Environmental Science and Technology, 21(1), 909-924. https://doi.org/10.1007/s13762-023-04868-y.

Conference Publications

  • Maurya, R., Kumari, M., Shukla, S. (2024). Review of Leachate Liner Model Enhancements and Problem Articulation of Engineered Landfill for the Development of Leachate Containment System. Lecture Notes in Civil Engineering (119-131). Springer. https://doi.org/10.1007/978-981-97-3823-6_10.

2023

Book Chapters

  • Bharathi, M., Dubey, R., Shukla, S. (2023). Behaviour of Batter Piles Under Machine Induced Vibrations. Earthquake Engineering and Disaster Mitigation (149-174). Springer. https://doi.org/10.1007/978-981-99-0081-7_8.

Journal Articles

  • Jain, A., Mittal, S., Shukla, S. (2023). Liquefaction proneness of stratified sand-silt layers based on cyclic triaxial tests. Journal of Rock Mechanics and Geotechnical Engineering, 15(7), 1826-1845. https://doi.org/10.1016/j.jrmge.2022.09.015.
  • Pandey, B., Shukla, C., Sillanpää, M., Shukla, S. (2023). A systematic review on application of electrokinetics in stabilization and remediation of problematic soils. Innovative Infrastructure Solutions, 8(9), article number 226. https://doi.org/10.1007/s41062-023-01186-7.
  • Amjad Raja, M., Abbas Jaffar, S., Bardhan, A., Shukla, S. (2023). Predicting and validating the load-settlement behavior of large-scale geosynthetic-reinforced soil abutments using hybrid intelligent modeling. Journal of Rock Mechanics and Geotechnical Engineering, 15(3), 773-788. https://doi.org/10.1016/j.jrmge.2022.04.012.
  • Zhu, H., Xie, T., Zhang, W., Shukla, S. (2023). Numerical Simulations of a Strip Footing on the Soil Slope with a Buried Pipe Using the Material Point Method. International Journal of Geomechanics, 23(11), article number 04023190. https://doi.org/10.1061/IJGNAI.GMENG-8576.
  • Jain, A., Mittal, S., Shukla, S. (2023). Use Of Polyethylene Terephthalate Fibres For Mitigating The Liquefaction-Induced Failures. Geotextiles and Geomembranes, 51(1), 245-258. https://doi.org/10.1016/j.geotexmem.2022.11.002.
  • Kalra, MK., Shukla, S., Trivedi, A. (2023). Track-Index-Guided Sustainable Off-Road Operations Using Visual Analytics, Image Intelligence And Optimal Delineation Of Track Features. Sustainability, 15(10), article number 7914. https://doi.org/10.3390/su15107914.
  • Jain, A., Mittal, S., Shukla, S. (2023). Energy-Based Approach To Study Liquefaction Triggering In Homogeneous And Stratified Soils Under Consolidated Undrained Cyclic Loading. Engineering Geology, 321(2023), article number 107151. https://doi.org/10.1016/j.enggeo.2023.107151.
  • Rajabian, A., Shukla, S. (2023). Stability Analysis Of Anchor-Reinforced Soil Slopes With Taylor'S Stability Chart. International Journal of Geomechanics, 23(2), TBD. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002619.
  • Kayalvizhi, S., Muthukkumaran, K., Shukla, S. (2023). Experimental study on evaluating the lateral load capacity of raker pile in sloping ground. Australian Journal of Civil Engineering, 21(1), 20-33. https://doi.org/10.1080/14488353.2022.2059136.
  • Jain, A., Mittal, S., Shukla, S. (2023). Cyclic behaviour of stratified soil under liquefied states. Marine Georesources and Geotechnology, 41(7), 721-742. https://doi.org/10.1080/1064119X.2022.2095946.
  • Kalra, M., Trivedi, A., Shukla, S. (2023). Nonlinear Regression Analysis of Rut Profile Data for Optimal Data Storage and Efficient Terrain Condition Analysis. IEEE Geoscience and Remote Sensing Letters, 20(2023), article number 6501305. https://doi.org/10.1109/LGRS.2023.3303134.
  • Kalra, MK., Trivedi, A., Shukla, S. (2023). Adaptive Technique for Contrast Enhancement of Leading Vehicle Tracks. Defence Science Journal, 73(6), 656-665. https://doi.org/10.14429/DSJ.73.18765.
  • Abdeldjouad, L., Dheyab, W., Gamil, Y., Asadi, A., Shukla, S. (2023). Thermal curing effects on alkali-activated treated soils with palm oil fuel ash. Case Studies in Construction Materials, 19(TBD), article number e02455. https://doi.org/10.1016/j.cscm.2023.e02455.
  • Otieno, F., Shukla, S. (2023). An insight into failure of iron ore mine tailings dams. International Journal of Mining, Reclamation and Environment, 37(2), 127-147. https://doi.org/10.1080/17480930.2022.2159295.

Conference Publications

  • Maurya, R., Kumari, M., Shukla, S. (2023). A Conspectus on Recent Methodologies and Techniques Used for the Enhancement of Engineered Landfill. Lecture Notes in Civil Engineering (279-301). Springer Nature. https://doi.org/10.1007/978-981-99-1388-6_22.
  • Jain, A., Mittal, S., Shukla, S. (2023). INFLUENCE OF SOIL FABRIC ON DYNAMIC PROPERTIES OF SAND: AN EXPERIMENTAL STUDY. Proceedings of International Structural Engineering and Construction (6 pages). ISEC Press. https://doi.org/10.14455/ISEC.2023.10(1).GFE-10.
  • Dixit, A., Singh, D., Shukla, S. (2023). Assessment of Human Health Risk Due to Contaminated Groundwater Nearby Municipal Solid Waste Disposal Site: A Case Study in Kanpur City. Lecture Notes in Civil Engineering (315-325). Springer Nature. https://doi.org/10.1007/978-981-99-1388-6_24.
  • Jain, A., Mittal, S., Shukla, S. (2023). An Energy Dissipation Approach to Investigate the Liquefaction Resistance of Fine Sand Reinforced with Polyethylene Terephthalate Fibers. Lecture Notes in Civil Engineering (11-23). Springer Nature. https://doi.org/10.1007/978-981-99-4041-7_2.

2022

Journal Articles

  • Raja, N., Shukla, S., Khan, U. (2022). An intelligent approach for predicting the strength of geosynthetic-reinforced subgrade soil. The International Journal of Pavement Engineering, 23(10), 3505-3521. https://doi.org/10.1080/10298436.2021.1904237.
  • Raja, N., Shukla, S. (2022). An extreme learning machine model for geosynthetic-reinforced sandy soil foundations. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 175(4), 383-403. https://doi.org/10.1680/jgeen.19.00297.
  • Han, Z., Cao, D., Zhu, H., Wu, B., Wang, J., Shukla, S. (2022). A field test to investigate spatiotemporal distribution of soil moisture under different cropland covers in the semiarid Loess Plateau of China. Paddy and Water Environment, 20(3), 339-353. https://doi.org/10.1007/s10333-022-00896-5.
  • Nghia-Nguyen, T., Shukla, S., Dang, P., Lam, L., Khatir, S., Cuong-Le, T. (2022). Numerical Modeling of Prefabricated Vertical Drain with Vacuum Consolidation Technique. Transportation Infrastructure Geotechnology, 9(1), 15-31. https://doi.org/10.1007/s40515-021-00165-8.
  • Muthukumar, S., Sathyan, D., Shukla, S. (2022). Probabilistic stability analysis of soil nailed vertical excavation using Monte Carlo simulation (MCS). Materials Today Proceedings, 65(2022), 1354-1359. https://doi.org/10.1016/j.matpr.2022.04.286.
  • Doley, C., Das, U., Shukla, S. (2022). Load-Settlement Behaviour of Geotextile-Based Geocell Reinforced Sand Bed. Geotechnical Engineering, 53(1), 11-17. https://ro.ecu.edu.au/ecuworks2022-2026/1356.
  • Khan, U., Shukla, S., Raja, M. (2022). Load-settlement response of a footing over buried conduit in a sloping terrain: a numerical experiment-based artificial intelligent approach. Soft Computing, 26(14), 6839-6856. https://doi.org/10.1007/s00500-021-06628-x.
  • Khan, U., Shukla, S., Paraskeva, T. (2022). Stress distribution around the conduit buried within a soil slope – An experimental investigation. Transportation Geotechnics, 32(2022), article number 100687. https://doi.org/10.1016/j.trgeo.2021.100687.
  • Cao, D., Shukla, S., Yang, L., Guo, C., Wu, J., Wang, F. (2022). Responses of calcareous sand foundations to variations of groundwater table and applied loads. Journal of Rock Mechanics and Geotechnical Engineering, 14(4), 1266-1279. https://doi.org/10.1016/j.jrmge.2021.08.003.
  • Bharathi, M., Dubey, R., Shukla, S. (2022). Dynamic response of underreamed batter piles subjected to vertical vibration. International Journal of Geotechnical Engineering, 16(8), 991-999. https://doi.org/10.1080/19386362.2021.2025304.
  • Puspanathan, T., Jayawardane, V., Paul, S., Ying, K., Shukla, S., Anggraini, V. (2022). Effect of biochar on desiccation of marine soils under constant and cyclic temperatures. Acta Geotechnica, 17(12), 5441-5464. https://doi.org/10.1007/s11440-022-01613-6.
  • Dixit, A., Singh, D., Shukla, S. (2022). Changing scenario of municipal solid waste management in Kanpur city, India. The Journal of Material Cycles and Waste Management, 24(5), 1648-1662. https://doi.org/10.1007/s10163-022-01427-4.
  • Singh, M., Trivedi, A., Shukla, S. (2022). Evaluation of geosynthetic reinforcement in unpaved road using moving wheel load test. Geotextiles and Geomembranes, 50(4), 581-589. https://doi.org/10.1016/j.geotexmem.2022.02.005.
  • Hasthi, V., Nouman Amjad Raja, M., Hegde, A., Shukla, S. (2022). Experimental and intelligent modelling for predicting the amplitude of footing resting on geocell-reinforced soil bed under vibratory load. Transportation Geotechnics, 35(2022), article number 100783. https://doi.org/10.1016/j.trgeo.2022.100783.
  • Bharathi, M., Dubey, R., Shukla, S. (2022). Numerical simulation of the dynamic response of batter piles and pile groups. Bulletin of Earthquake Engineering, 20(7), 3239-3263. https://doi.org/10.1007/s10518-022-01362-7.

2021

Journal Articles

  • Kou, Y., Shukla, S. (2021). Numerical Modelling of Unreinforced and Geosynthetic-Reinforced Sandy Soil Cover over Large-Diameter HDPE and PVC pipes. Geotechnical and Geological Engineering: an international journal, 39(2), 1689-1699. https://doi.org/10.1007/s10706-020-01548-3.
  • Khan, U., Shukla, S. (2021). Numerical investigation of the structural response of a conduit buried within a soil slope. Transportation Geotechnics, 30(September 2021), Article number 100614. https://doi.org/10.1016/j.trgeo.2021.100614.
  • Khan, U., Shukla, S., Raja, N. (2021). Soil–conduit interaction: an artificial intelligence application for reinforced concrete and corrugated steel conduits. Neural Computing and Applications, 33(21), 14861-14885. https://doi.org/10.1007/s00521-021-06125-0.
  • Khan, U., Shukla, S. (2021). Vertical load on a conduit buried under a sloping ground. Geomechanics and Engineering, 24(6), 599-610. https://doi.org/10.12989/gae.2021.24.6.599.
  • Sahoo, P., Shukla, S. (2021). Time-History Analysis of Soil Slope Subjected to Seismic Loadings. Soil Mechanics and Foundation Engineering, 58(2), 130-137. https://doi.org/10.1007/s11204-021-09717-z.
  • Cao, D., Zhu, H., Wu, B., Wang, J., Shukla, S. (2021). Investigating temperature and moisture profiles of seasonally frozen soil under different land covers using actively heated fiber Bragg grating sensors. Engineering Geology, 290(5 September 2021), Article number 106197. https://doi.org/10.1016/j.enggeo.2021.106197.
  • Raja, N., Shukla, S. (2021). Multivariate adaptive regression splines model for reinforced soil foundations. Geosynthetics International, 28(4), 368-390. https://doi.org/10.1680/jgein.20.00049.
  • Tan, T., B.k. Huat, B., Anggraini, V., Shukla, S. (2021). Improving the engineering behaviour of residual soil with fly ash and treated natural fibres in alkaline condition. International Journal of Geotechnical Engineering, 15(3), 313-326. https://doi.org/10.1080/19386362.2018.1564854.
  • Mistry, M., Shukla, S., Solanki, C., Shukla, S. (2021). Consolidation and hydraulic conductivity of high-plastic clay reinforced with waste tire fibers. Journal of Testing and Evaluation, 49(6), 3994-4013. https://doi.org/10.1520/JTE20200079.
  • Raja, N., Shukla, S. (2021). Predicting the settlement of geosynthetic-reinforced soil foundations using evolutionary artificial intelligence technique. Geotextiles and Geomembranes, 49(5), 1280-1293. https://doi.org/10.1016/j.geotexmem.2021.04.007.
  • Doley, C., Das, U., Shukla, S. (2021). Response of Square Footing on Geocell-Reinforced Sand Bed Under Static and Repeated Loads. International Journal of Geosynthetics and Ground Engineering, 7(4), article number 90. https://doi.org/10.1007/s40891-021-00336-0.
  • Baah-Frempong, E., Shukla, S. (2021). Embedded strip footing in a geotextile-reinforced sand slope. Proceedings of the Institution of Civil Engineers: Ground Improvement, 174(2), 116-131. https://doi.org/10.1680/jgrim.18.00127.
  • Jain, A., Mittal, S., Shukla, S. (2021). Effect of Specimen Preparation Technique on the Post-Liquefaction Behaviour of Fine Sand Under Cyclic Loading. Indian Geotechnical Journal, 51(5), 1026-1037. https://doi.org/10.1007/s40098-021-00505-y.
  • Sahoo, P., Shukla, S. (2021). Effect of vertical seismic coefficient on cohesive-frictional soil slope under generalized seismic conditions. International Journal of Geotechnical Engineering, 15(1), 107-119. https://doi.org/10.1080/19386362.2020.1711553.
  • Raja, N., Shukla, S. (2021). Experimental study on repeatedly loaded foundation soil strengthened by wraparound geosynthetic reinforcement technique. Journal of Rock Mechanics and Geotechnical Engineering, 13(4), 899-911. https://doi.org/10.1016/j.jrmge.2021.02.001.
  • Aria, S., Shukla, S., Mohyeddin Kermani, A. (2021). Behaviour of sandy soil reinforced with geotextile having partially and fully wrapped ends. Proceedings of the Institution of Civil Engineers: Ground Improvement, 174(1), 29-41. https://doi.org/10.1680/jgrim.18.00102.
  • Tan, T., Huat, B., Anggraini, V., Shukla, S., Nahazanan, H. (2021). Strength Behavior of Fly Ash-Stabilized Soil Reinforced with Coir Fibers in Alkaline Environment. Journal of Natural Fibers, 18(11), 1556-1569. https://doi.org/10.1080/15440478.2019.1691701.
  • Kolathayar, S., Aravind, C., Shukla, S. (2021). Performance Assessment of Areca Leaf Grids for Soil Reinforcement Applications. Journal of Natural Fibers, 18(6), 813-822. https://doi.org/10.1080/15440478.2019.1658253.

Conference Publications

  • Mistry, M., Vasoya, A., Shukla, S., Solanki, C., Shukla, S. (2021). California Bearing Ratio of a Cohesive Soil Reinforced with Waste Tyre Fibres. Advances in Sustainable Construction and Resource Management (13-21). Springer. https://doi.org/10.1007/978-981-16-0077-7_2.
  • Pradeep, M., Choudhary, AK., Choudhary, AK., Shukla, S. (2021). An Experimental Study on Improving the Performance of Silty Soil by Encased Granular Column Using Shredded Tire Chips. Lecture Notes in Civil Engineering (509-521). Springer Science and Business Media Deutschland GmbH. https://doi.org/10.1007/978-981-33-6444-8_46.
  • Shukla, T., Mistry, M., Solanki, C., Shukla, S., Shukla, S. (2021). Influence of Randomly Distributed Waste Tire Fibres on Swelling Behaviour of Expansive Soils. Problematic Soils and Geoenvironmental Concerns: Proceedings of IGC 2018 (319-332). Springer. https://doi.org/10.1007/978-981-15-6237-2_27.
  • Venkateswarlu, P., Upendra, M., Mistry, M., Solanki, C., Shukla, S. (2021). The Effect of Water Table Depth on Bearing Capacity of Randomly Distributed Waste Tyre Rubber Fibre Reinforced Clayey Soil. Proceedings of the Indian Geotechnical Conference 2019 (313-324). Springer Nature Singapore. https://doi.org/10.1007/978-981-33-6370-0_28.

2020

Journal Articles

  • Tiwari, N., Satyam, N., Shukla, S. (2020). An experimental study on micro-structural and geotechnical characteristics of expansive clay mixed with EPS granules. Soils and Foundations, 60(3), 705-713. https://doi.org/10.1016/j.sandf.2020.03.012.
  • Muthukumar, M., Shukla, S. (2020). Comparative study on the behaviour of granular pile anchors and helical pile anchors in expansive soils subjected to swelling. International Journal of Geotechnical Engineering, 14(1), 49-54. https://doi.org/10.1080/19386362.2017.1398370.
  • Khan, U., Shukla, S. (2020). Load-settlement response and bearing capacity of a surface footing located over a conduit buried within a soil slope. International Journal of Geomechanics, 20(10), Article number 04020173. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001807.
  • Pandey, L., Shukla, S. (2020). Detection of leakage of MSW landfill leachates through a liner defect: experimental and analytical methods. Journal of Geotechnical and Geoenvironmental Engineering, 146(8), Article number 04020060. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002288.
  • Sharma, P., Mayank, M., Ojha, C., Shukla, S. (2020). A review on groundwater contaminant transport and remediation. ISH Journal of Hydraulic Engineering, 26(1), 112-121. https://doi.org/10.1080/09715010.2018.1438213.
  • Raja, M., Shukla, S. (2020). Ultimate bearing capacity of strip footing resting on soil bed strengthened by wraparound geosynthetic reinforcement technique. Geotextiles and Geomembranes, 48(6), 867-874. https://doi.org/10.1016/j.geotexmem.2020.06.005.
  • Venugopal, I., Muthukkumaran, K., Sriram, K., Anbazhagan, S., Prabu, T., Arivazhagan, S., Shukla, S. (2020). Invention of Indian Moon Soil (Lunar Highland Soil Simulant) for Chandrayaan Missions. International Journal of Geosynthetics and Ground Engineering, 6(4), Article number 44. https://doi.org/10.1007/s40891-020-00231-0.
  • Aria, S., Shukla, S., Mohyeddin Kermani, A. (2020). Optimum burial depth of geosynthetic reinforcement within sand bed based on numerical investigation. International Journal of Geotechnical Engineering, 14(1), 71-79. https://doi.org/10.1080/19386362.2017.1404202.
  • Pathak, S., Choudhary, R., Kumar, A., Shukla, S. (2020). Evaluation of benefits of open graded friction courses with basic oxygen furnace steel slag aggregates for hilly and high-rainfall regions in India. Journal of Materials in Civil Engineering, 32(12), Article number 04020356. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003445.
  • Mistry, M., Shukla, S., Solanki, C., Shukla, S. (2020). Study of Fibre-Clay Interface Behaviour and Reinforcing Mechanism. Geotechnical and Geological Engineering: an international journal, 38(2), 1899–1917. https://doi.org/10.1007/s10706-019-01138-y.
  • Baldev, D., Kumar, A., Chauhan, P., Muthukumar, M., Shukla, S. (2020). Hydraulic and volume change characteristics of compacted clay liner blended with exfoliated vermiculite. International Journal of Environment and Waste Management, 25(4), 430-440. https://doi.org/10.1504/IJEWM.2020.107563.
  • Singh, M., Trivedi, A., Shukla, S. (2020). Fuzzy-based model for predicting strength of geogrid-reinforced subgrade soil with optimal depth of geogrid reinforcement. Transportation Infrastructure Geotechnology, 7(4), 664-683. https://doi.org/10.1007/s40515-020-00113-y.
  • Baah-Frempong, E., Shukla, S. (2020). Behaviour of a Strip Footing Embedded in a Sand Slope Reinforced with Multilayer Geotextile. Indian Geotechnical Journal, 50(4), 560–576. https://doi.org/10.1007/s40098-019-00393-3.
  • Nghia-Nguyen, T., Shukla, S., Nguyen, D., Lam, L., H-Dang, P., Nguyen, P. (2020). A new discrete method for solution to consolidation problem of ground with vertical drains subjected to surcharge and vacuum loadings. Engineering Computations: international journal for computer-aided engineering and software, 37(4), 1213-1236. https://doi.org/10.1108/EC-01-2019-0035.
  • Singh, M., Trivedi, A., Shukla, S. (2020). Influence of geosynthetic reinforcement on unpaved roads based on CBR, and static and dynamic cone penetration tests. International Journal of Geosynthetics and Ground Engineering, 6(2), Article number 13. https://doi.org/10.1007/s40891-020-00196-0.

Conference Publications

  • Kumar, A., Choudhary, AK., Shukla, S. (2020). Behaviour of strip footing resting on prestensioned geogrid-reinforced ferrochrome slag subgrade. Construction in Geotechnical Engineering Proceedings of IGC 2018 (503-519). Springer. https://doi.org/10.1007/978-981-15-6090-3_37.
  • Baldev, D., Kumar, A., Tiwari, S., Muthukumar, M., Shukla, S. (2020). Utilization of bagasse ash in the compacted clay liner. Sustainable Environmental Geotechnics Proceedings of EGRWSE 2019 (297-302). Springer. https://doi.org/10.1007/978-3-030-51350-4_31.
  • Mistry, M., Venkateshwarlu, P., Shukla, S., Solanki, C., Shukla, S. (2020). Effect of placement of waste tyre fibres on unconfined compressive strength of clayey soil. Advances in Sustainable Construction Materials and Geotechnical Engineering. Select Proceedings of TRACE 2018 (131-139). Springer. https://doi.org/10.1007/978-981-13-7480-7_11.
  • Tshering, D., Dorji, L., Shukla, S. (2020). A study on subsurface drainage of mountain roads in Bhutan. Sustainable Civil Engineering Practices Select Proceedings of ICSCEP 2019 (185-196). Springer. https://doi.org/10.1007/978-981-15-3677-9_18.
  • Sahoo, P., Shukla, S. (2020). Sustainable design of slopes under earthquake conditions. Sustainable Civil Engineering Practices Select Proceedings of ICSCEP 2019 (51-59). Springer. https://doi.org/10.1007/978-981-15-3677-9_6.
  • Vukicea, S., Thammadi, S., Pisini, S., Shukla, S. (2020). Experimental investigation on the tensile strength behaviour of coconut fibre-reinforced cement concrete in Fiji and Pacific region. Sustainable Civil Engineering Practices Select Proceedings of ICSCEP 2019 (31-40). Springer. https://doi.org/10.1007/978-981-15-3677-9_4.
  • Doley, C., Das, U., Shukla, S. (2020). Effect of cell height and infill density on the performance of geocell-reinforced beds of Brahmaputra River sand. Sustainable Civil Engineering Practices Select Proceedings of ICSCEP 2019 (173-183). Springer. https://doi.org/10.1007/978-981-15-3677-9_17.

2019

Journal Articles

  • Pandey, L., Shukla, S. (2019). Detection of leachate contamination in Perth landfill base soil using electrical resistivity technique. International Journal of Geotechnical Engineering, 13(3), 249-260. https://doi.org/10.1080/19386362.2017.1339763.
  • Teing, TT., Huat, BB., Shukla, S., Vivi, A., Nahazanan, H. (2019). Effects of alkali-activated waste binder in soil stabilization. International Journal of GEOMATE, 17(59), 82-89. https://doi.org/10.21660/2019.59.8161.
  • Sahoo, P., Shukla, S. (2019). Taylor's slope stability chart for combined effects of horizontal and vertical seismic coefficients. Geotechnique: international journal of soil mechanics, 69(4), 344-354. https://doi.org/10.1680/jgeot.17.p.222.
  • Pandey, L., Shukla, S. (2019). An insight into waste management in Australia with a focus on landfill technology and liner leak detection. Journal of Cleaner Production, 225(10 July 2019), 1147-1154. https://doi.org/10.1016/j.jclepro.2019.03.320.
  • Baah-Frempong, E., Shukla, S. (2019). Effectiveness of reinforcing a low-height sandy slope with geosynthetic reinforcement for landscape development. Arabian Journal of Geosciences, 12(3), 1-15. https://doi.org/10.1007/s12517-019-4269-4.
  • Bharathi, M., Dubey, R., Shukla, S. (2019). Experimental investigation of vertical and batter pile groups subjected to dynamic loads. Soil Dynamics and Earthquake Engineering, 116(1), 107-119. https://doi.org/10.1016/j.soildyn.2018.10.012.
  • Kou, Y., Shukla, S. (2019). Analytical investigation of load over pipe covered with geosynthetic-reinforced sandy soil. International Journal of Geosynthetics and Ground Engineering, 5(1), Article no. 5. https://doi.org/10.1007/s40891-019-0156-z.
  • Singh, M., Trivedi, A., Shukla, S. (2019). Strength enhancement of the subgrade soil of unpaved road with geosynthetic reinforcement layers. Transportation Geotechnics, 19(June 2019), 54-60. https://doi.org/10.1016/j.trgeo.2019.01.007.
  • Muthukumar, M., Shukla, S. (2019). Influence of fibres on volume change attributes of expansive soil blended with lime. Proceedings of the Institution of Civil Engineers: Ground Improvement, 172(1), 37-43. https://doi.org/10.1680/jgrim.17.00075.
  • Aria, S., Shukla, S., Mohyeddin Kermani, A. (2019). Tensile behaviour of geotextile reinforcement within the sandy soil supporting a loaded footing. Geotechnique Letters, 9(1), 59-65. https://doi.org/10.1680/jgele.18.00169.
  • Kanoungo, A., Kanwar, VS., Shukla, S. (2019). Effect of aging on characteristics of bitumen modified with waste lime sludge. Advances in Civil Engineering Materials, 8(1), 298-307. https://doi.org/10.1520/ACEM20180166.
  • Athani, S., Solanki, C., Dodagoudar, G., Shukla, S. (2019). Finite-element analysis of strains in seepage barriers of the earth dam. Dams and Reservoirs, 29(3), 87-96. https://doi.org/10.1680/jdare.18.00027.
  • Aria, S., Shukla, S., Mohyeddin Kermani, A. (2019). Numerical investigation of wraparound geotextile reinforcement technique for strengthening foundation soil. International Journal of Geomechanics, 19(4), article no. 04019003. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001361.
  • Pandey, L., Shukla, S. (2019). Development of an innovative liner leak detection technique. Geotechnical Testing Journal, 42(5), 1233-1245. https://doi.org/10.1520/GTJ20170292.
  • Esmi Jahromi, M., Khiadani, M., Shukla, S. (2019). A comparative study of predicting oxygen transfer in weirs and water jets in cross-flows. Proceedings of the Institution of Civil Engineers: Water Management, 172(1), 14-29. https://doi.org/10.1680/jwama.16.00046.

Conference Publications

  • Sahoo, P., Shukla, S., Mohyeddin Kermani, A. (2019). Slope Stability of Tailing Dam Under Seismic Excitation. Solving Pavement and Construction Materials Problems with Innovative and Cutting-edge Technologies Proceedings of the 5th GeoChina International Conference 2018 (76-82). Springer. https://doi.org/10.1007/978-3-319-95792-0_7.
  • Mistry, M., Shukla, T., Venkateswalu, P., Shukla, S., Solanki, C., Shukla, S. (2019). A new mixing technique for randomly distributed fibre-reinforced expansive soil. Environmental Geotechnology Proceedings of EGRWSE 2018 (161-171). Springer Nature Singapore. https://doi.org/10.1007/978-981-13-7010-6_15.
  • Gupta, A., Chandaluri, V., Sawant, V., Shukla, S. (2019). Development of design charts for the dynamic active thrust from c–ϕ soil backfills. Soil Dynamics and Earthquake Geotechnical Engineering (111-122). Springer Nature Singapore. https://doi.org/10.1007/978-981-13-0562-7_13.
  • Kanwar, V., Kanoungo, E., Shukla, S. (2019). Effect of Using Sludge Waste Containing Calcium Carbonate on the Properties of Asphalt and Hot Mix Asphalt Mixture. Solving Pavement and Construction Materials Problems with Innovative and Cutting-edge Technologies Proceedings of the 5th GeoChina International Conference 2018 (110-119). Springer. https://doi.org/10.1007/978-3-319-96241-2_9.
  • Pandey, L., Shukla, S. (2019). Use of an innovative technique to detect the leakage of bayer liquor through a liner defect. Lecture Notes in Civil Engineering (1-7). Springer. https://doi.org/10.1007/978-3-030-02707-0_1.
  • Pradeep, P., Muthukumar, M., Shukla, S. (2019). Geotechnical Investigation on Compacted Clay Liner Blended with Reactive Material. Solving Pavement and Construction Materials Problems with Innovative and Cutting-edge Technologies Proceedings of the 5th GeoChina International Conference 2018 (124-132). Springer. https://doi.org/10.1007/978-3-319-95750-0_10.
  • D’souza, D., Choudhary, A., Basak, P., Shukla, S. (2019). Assessment of vetiver grass root reinforcement in strengthening the soil. Ground Improvement Techniques and Geosynthetics IGC 2016 Volume 2 (135-142). Springer Nature. https://doi.org/10.1007/978-981-13-0559-7_15.
  • Jha, J., Choudhary, A., Shukla, S., Gill, K. (2019). Tri-axial behaviour of steel fiber-reinforced sand. Geotechnical Special Publication (363-372). American Society of Civil Engineers. https://doi.org/10.1061/9780784482117.037.
  • Kou, Y., Shukla, S., Mohyeddin Kermani, A. (2019). Effect of Width of Geosynthetic Reinforcement within the Granular Cover on the Load Distribution over the Tunnel Lining. Solving Pavement and Construction Materials Problems with Innovative and Cutting-edge Technologies Proceedings of the 5th GeoChina International Conference 2018 (52-59). Springer. https://doi.org/10.1007/978-3-319-95645-9_6.

2018

Journal Articles

  • Muthukumar, M., Shukla, S. (2018). Swelling behaviour of expansive clay beds reinforced with encased granular pile anchors. International Journal of Geotechnical Engineering, 12(2), 109-117. https://doi.org/10.1080/19386362.2016.1254991.
  • Yaghoubi, M., Shukla, S. (2018). A universal gradation for highway pavement base course materials. International Journal of Geotechnical Engineering, 12(2), 166-171. https://doi.org/10.1080/19386362.2016.1258378.
  • Baah-Frempong, E., Shukla, S. (2018). Stability analysis and design charts for a sandy soil slope supporting an embedded strip footing. International Journal of Geo-Engineering, 9(1), article no.13. https://doi.org/10.1186/s40703-018-0082-2.
  • Pandey, L., Shukla, S. (2018). Effect of state of compaction on the electrical resistivity of sand-bentonite lining materials. Journal of Applied Geophysics, 155(1), 208-216. https://doi.org/10.1016/j.jappgeo.2018.06.016.
  • Yaghoubi, J., Shukla, S., Mohyeddin Kermani, A. (2018). Effects of addition of waste tyre fibres and cement on the engineering behaviour of Perth sand. Geomechanics and Geoengineering: an international journal, 13(1), 42-53. https://doi.org/10.1080/17486025.2017.1325941.
  • Kumar, A., Choudhary, R., Narzari, RN., Kataki, R., Shukla, S. (2018). Evaluation of bio-asphalt binders modified with biochar: a pyrolysis by-product of Mesua ferrea seed cover waste. Cogent Engineering, 5(1), article no. 1548534. https://doi.org/10.1080/23311916.2018.1548534.
  • Borana, L., Yin, J., Singh, D., Shukla, S., Tong, F. (2018). Direct shear testing study of the interface behaviour between steel plate and compacted completely decomposed granite under different vertical stresses and suctions. Journal of Engineering Mechanics, 144(1), article no.04017148. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001352.
  • Raj, D., Singh, Y., Shukla, S. (2018). Seismic bearing capacity of strip foundation embedded in c-ϕ soil slope. International Journal of Geomechanics, 18(7), Article no.04018076. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001194.
  • Nghia, N., Lam, L., Shukla, S. (2018). A new approach to solution for partially penetrated prefabricated vertical drains. International Journal of Geosynthetics and Ground Engineering, 4(2), article no.11. https://doi.org/10.1007/s40891-018-0128-8.
  • Sahoo, P., Shukla, S., Mohyeddin Kermani, A. (2018). Analytical expressions for determining the stability of cohesionless soil slope under generalized seismic conditions. Journal of Mountain Science, 15(7), 1559–1571. https://doi.org/10.1007/s11629-017-4780-6.
  • Kou, Y., Shukla, S., Mohyeddin Kermani, A. (2018). Experimental investigation for pressure distribution on flexible conduit covered with sandy soil reinforced with geotextile reinforcement of varying widths. Tunnelling and Underground Space Technology, 80(1), 151-163. https://doi.org/10.1016/j.tust.2018.06.012.
  • Thomas, N., Richardson, S., Shukla, S. (2018). A simplified simulation model to estimate the storage length of the right-turn-lane in left-hand traffic at signalised intersections for different signal phases and cycle timings. Open Civil Engineering Journal, 12(1), 205-224. https://doi.org/10.2174/1874149501812010205.

Conference Publications

  • Shah, SG., Bhogayata, AC., Shukla, S. (2018). Feasibility of utilization of metalized waste in cohesionless soil. Advances in Reinforced Soil Structures (49-54). Springer. https://doi.org/10.1007/978-3-319-63570-5_5.
  • Jha, J., Shukla, S., Choudhary, A., Gill, K., Verma, B. (2018). Stress-strain behaviour of sand with disc plate shaped reinforcement. Advances in Reinforced Soil Structures Proceedings of the 1st GeoMEast International Congress Exhibition, Egypt 2017 on Sustainable Civil Infrastructures (29-38). Springer. https://doi.org/10.1007/978-3-319-63570-5_3.
  • Muthukumar, M., Sekar, S., Shukla, S. (2018). Swelling and shrinkage behaviour of expansive soil blended with lime and fibres. Advances in Reinforced Soil Structures Proceedings of the 1st GeoMEast International Congress and Exhibition, Egypt 2017 on Sustainable Civil Infrastructures (39-48). Springer. https://doi.org/10.1007/978-3-319-63570-5_4.
  • Pandey, L., Shukla, S., Habibi, D. (2018). Leak detection through geomembrane liner using electrical resistivity method. 11th International Conference on Geosynthetics 2018, ICG 2018 (800-805). Korean Geosynthetics Society. https://ro.ecu.edu.au/ecuworkspost2013/11289.
  • Baah-Frempong, E., Shukla, S., Vu, H. (2018). Design charts for low-height geotextile-reinforced sand slopes. Proceedings of the 11th International Conference on Geosynthetics (2588-2594). Korean Geosynthetics Society. https://ro.ecu.edu.au/ecuworkspost2013/11288.
  • Aria, S., Shukla, S., Mohyeddin Kermani, A. (2018). Estimation of bearing capacity of geosynthetic-reinforced foundation soil based on increased angle of internal friction concept. 11th International Conference on Geosynthetics 2018, ICG 2018 (682-689). Korean Geosynthetics Society. https://ro.ecu.edu.au/ecuworkspost2013/5922.

2017

Journal Articles

  • Tahasildar, J., Hanumantha Rao, B., Shukla, S. (2017). Mineralogical compositions of some Indian expansive soils and their influence on swelling properties. International Journal of Geosynthetics and Ground Engineering, 3(1), article no.UNSP 5. https://doi.org/10.1007/s40891-016-0081-3.
  • Borana, L., Yin, J., Singh, D., Shukla, S., Pei, H. (2017). Influences of initial water content and roughness on skin friction of piles using FBG technique. International Journal of Geomechanics, 17(4), article no.04016097. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000794.
  • Shrivastava, N., Zen, K., Shukla, S. (2017). Modelling of compaction grouting technique with development of cylindrical cavity expansion problem in a finite medium. International Journal of Geosynthetics and Ground Engineering, 3(4), Article Number: 40. https://doi.org/10.1007/s40891-017-0117-3.
  • Pandey, L., Shukla, S., Habibi, D. (2017). Resistivity profiles of Perth soil in leak detection test. Geotechnical Research, 4(4), 214-221. https://doi.org/10.1680/jgere.17.00014.
  • Kranthikumar, A., Sawant, V., Kumar, P., Shukla, S. (2017). Numerical and experimental investigations of granular anchor piles in loose sandy soil subjected to uplift loading. International Journal of Geomechanics, 17(2), 1-10. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000733.
  • Borana, L., Yin, J., Singh, D., Shukla, S. (2017). Influence of matric suction and counterface roughness on shearing behaviour of completely decomposed granitic soil and steel interface. Indian Geotechnical Journal, 47(2), 150-160. https://doi.org/10.1007/s40098-016-0205-7.

Conference Publications

  • Kirch Nienkotter Rocha, B., Mohyeddin Kermani, A., Lumantarna, E., Shukla, S. (2017). Sensitivity of the Strut Model for an RC Infill-Frame to the Variations in the Infill Material Properties. Australian Earthquake Engineering Society 2017 Conference Papers (10p.). Australian Earthquake Engineering Society.

2016

Journal Articles

  • Kuranchie, A., Shukla, S., Habibi, D. (2016). Utilization of iron ore mine tailings for the production of geopolymer bricks. International Journal of Mining, Reclamation and Environment, 30(2), 92-114. https://doi.org/10.1080/17480930.2014.993834.
  • Hossain, M., Shukla, S., Habibi, D. (2016). Behaviour of an embedded footing on geotextile-reinforced sand. Proceedings of the Institution of Civil Engineers: Ground Improvement, 169(2), 120-133. https://doi.org/10.1680/grim.14.00022.
  • Bprana, L., Yin, J., Singh, D., Shukla, S. (2016). Interface behaviour from suction controlled direct shear test on completely decomposed granitic soil and steel surfaces. International Journal of Geomechanics, 16(6), Article number D4016008. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000658.
  • Kuranchie, A., Shukla, S., Habibi, D., Hossain, M. (2016). Load-settlement behaviour of a strip footing resting on iron ore tailings as a structural fill. International Journal of Mining Science and Technology, 26(2), 247-253. https://doi.org/10.1016/j.ijmst.2015.12.010.
  • Rajsekhar, K., Sharma, PK., Shukla, S. (2016). Numerical modeling of virus transport through unsaturated porous media. Cogent Geoscience, 2(1220444), 1-13. https://doi.org/10.1080/23312041.2016.1220444.
  • Kranthikumar, A., Sawant, V., Shukla, S. (2016). Numerical modeling of granular anchor pile system in loose sandy soil subjected to uplift loading. International Journal of Geosynthetics and Ground Engineering, 2(2), Article Number: 15. https://doi.org/10.1007/s40891-016-0056-4.
  • Sharma, P., Shukla, S., Chaudhary, R., Swami, D. (2016). Modeling for solute transport in mobile-immobile soil column experiment. ISH Journal of Hydraulic Engineering, 22(2), 204-211. https://doi.org/10.1080/09715010.2016.1155181.
  • Sharma, PK., Kakani, S., Shukla, S. (2016). Numerical study of contaminant transport in fractured porous rock with distance dependent dispersivity. Journal of Water Resource and Hydraulic Engineering, 5(2), 46-57. https://doi.org/10.5963/JWRHE0502001.
  • Sharma, P., Shukla, S., Pran, S. (2016). Experimental and numerical modeling of solute transport through fractured sedimentary rock mass. ISH Journal of Hydraulic Engineering, 22(3), 274-280. https://doi.org/10.1080/09715010.2016.1201781.

2015

Journal Articles

  • Shukla, S., Shahin, M., Abu-Taleb, H. (2015). A note on void ratio of fibre-reinforced soils. International Journal of Geosynthetics and Ground Engineering, 1(3), 1-5. https://doi.org/10.1007/s40891-015-0030-6.
  • Borana, L., Yin, J., Singh, D., Shukla, S. (2015). A modified suction-controlled direct shear device for testing unsaturated soil and steel plate interface. Marine Georesources and Geotechnology, 33(4), 294-303. https://doi.org/10.1080/1064119X.2013.843045.
  • Hossain, M., Shukla, S., Habibi, D. (2015). Effect of submergence on settlement and bearing capacity of surface strip footing on geotextile-reinforced sand bed. International Journal of Geosynthetics and Ground Engineering, 1(4), 4.1-4.11. https://doi.org/10.1007/s40891-014-0006-y.
  • Hossain, M., Shukla, S., Habibi, D. (2015). An improved method to increase the load-bearing capacity of strip footing resting on geotextile-reinforced sand bed. Indian Geotechnical Journal, 45(1), 98-109. https://doi.org/10.1007/s40098-014-0111-9.
  • Sharma, P., Ojha, C., Swami, D., Joshi, N., Shukla, S. (2015). Semi-analytical solutions of multiprocessing non-equilibrium transport equations with linear and exponential distance-dependent dispersivity. Water Resources Management, 29(14), 5255-5273. https://doi.org/10.1007/s11269-015-1116-6.
  • Hossain, M., Shukla, S., Habibi, D. (2015). Behavior of embedded strip footing on sand bed reinforced with multilayer geotextile layers with wraparound ends. International Journal of Geotechnical Engineering, 9(5), 437-452. https://doi.org/10.1179/1939787914Y.0000000085.
  • Shukla, S. (2015). Generalized analytical expression for dynamic active thrust from c-φ soil backfills. International Journal of Geotechnical Engineering, 9(4), 416-421. https://doi.org/10.1179/1939787914Y.0000000076.
  • Pandey, L., Shukla, S., Habibi, D. (2015). Electrical resistivity of sandy soil. Geotechnique Letters, 5(3), 178-185. https://doi.org/10.1680/jgele.15.00066.
  • Kuranchie, A., Shukla, S., Habibi, D., Mohyeddin Kermani, A. (2015). Utilisation of iron ore tailings as aggregates in concrete. Cogent Engineering, 2(1), 1-11. https://doi.org/10.1080/23311916.2015.1083137.
  • Kuranchie, A., Shukla, S., Habibi, D. (2015). Electrical resistivity of iron ore mine tailings produced in Western Australia. International Journal of Mining, Reclamation and Environment, 29(3), 191-200. https://doi.org/10.1080/17480930.2014.941551.

Conference Publications

  • Jha, J., Gill, K., Choudhary, A., Shukla, S. (2015). Stress-strain Characteristics of fiber-reinforced rice husk ash. Conference Proceedings: Geosynthetics 2015 (134-141). Geosynthetics Materials Association.

2014

Journal Articles

  • Shukla, S. (2014). Seismic passive earth pressure from the sloping c-ɸ soil backfills. Indian Geotechnical Journal, 44(1), 107-111. https://doi.org/10.1007/s40098-013-0045-7.
  • Jha, J., Choudhury, A., Gill, K., Shukla, S. (2014). Behaviour of plastic waste fibre-reinforced industrial wastes in pavement applications. International Journal of Geotechnical Engineering, 8(3), 277-286. https://doi.org/10.1179/1939787914Y.0000000044.
  • Ting, C., Sivakugan, N., Read, W., Shukla, S. (2014). Analytical expression for vertical stress within an inclined mine stope with non-parallel walls. Geotechnical and Geological Engineering: an international journal, 32(2), 577-586. https://doi.org/10.1007/s10706-014-9735-x.
  • Sawant, V., Shukla, S. (2014). Effect of edge distance from the slope crest on the response of a laterally loaded pile in sloping ground. Geotechnical and Geological Engineering: an international journal, 32(1), 197-204. https://doi.org/10.1007/s10706-013-9694-7.
  • Choudhury, D., Katdare, A., Shukla, S., Basha, B., Ghosh, P. (2014). Seismic behaviour of earth retaining structures, design issues and requalification techniques. Indian Geotechnical Journal, 44(2), 167-182. https://doi.org/10.1007/s40098-014-0100-z.
  • Kuranchie, A., Shukla, S., Habibi, D., Zhao, X., Hossain, M. (2014). Studies on electrical resistivity of Perth sand. International Journal of Geotechnical Engineering, 8(4), 449-457. https://doi.org/10.1179/1939787913Y.0000000033.
  • Sharma, P., Sawant, V., Shukla, S., Khan, Z. (2014). Experimental and numerical simulation of contaminant transport through layered soil. International Journal of Geotechnical Engineering, 8(4), 345-351. https://doi.org/10.1179/1939787913Y.0000000014.

Conference Publications

  • Choudhury, A., Jha, J., Gill, K., Shukla, S. (2014). Utilization of fly ash and waste recycled product reinforced with plastic wastes as construction materials in flexible pavements. Proceedings GeoCongress 2014 Technical Papers: Geo-Characterization and Modelling for Sustainability (3890-3902). ASCE. https://doi.org/10.1061/9780784413272.377.

2013

Journal Articles

  • Shukla, S., Sivakugan, N. (2013). Load coefficient for ditch conduits covered with geosynthetic-reinforced granular backfill. International Journal of Geomechanics, 13(1), 76-82. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000181.
  • Sawant, V., Shukla, S., Sivakugan, N., Das, B. (2013). Insight into pile setup and load carrying capacity of driven piles. International Journal of Geotechnical Engineering, 7(1), 71-83. https://doi.org/10.1179/1938636212Z.0000000004.
  • Shukla, S. (2013). Generalized analytical expression for dynamic passive earth pressure from c-phi soil backfills. International Journal of Geotechnical Engineering, 7(4), 443-446. https://doi.org/10.1179/1939787913Y.0000000001.
  • Gill, K., Choudhary, A., Jha, J., Shukla, S. (2013). Experimental and numerical studies of loaded strip footing resting on reinforced fly ash slope. Geosynthetics International, 20(1), 13-25. https://doi.org/10.1680/gein.12.00036.
  • Shukla, S. (2013). Seismic active earth pressure from the sloping c-phi soil backfills. Indian Geotechnical Journal, 43(3), 274-279. https://doi.org/10.1007/s40098-013-0044-8.
  • Jha, J., Choudhary, A., Gill, K., Shukla, S. (2013). Bearing Capacity of a Strip Footing Resting on Reinforced Fly Ash Slope: an analytical approach. Indian Geotechnical Journal, 43(4), 354-366. https://doi.org/10.1007/s40098-013-0059-1.
  • Gill, K., Choudhary, A., Jha, J., Shukla, S. (2013). Large model footing load test on reinforced coal ash slope. International Journal of Geotechnical Engineering, 7(3), 257-265. https://doi.org/10.1179/1938636213Z.00000000040.

Conference Publications

  • Hossain, M., Shukla, S. (2013). An insight into the load-bearing capacity of geosynthetic-reinforced foundation soils. Research, Development and Practice in Structural Engineering and Construction (527-532). Research Publishing Services.
  • Ladhane, K., Sawant, V., Shukla, S. (2013). Effect of damping on response of pile group. Research, Development and Practice in Structural Engineering and Construction (577-582). Research Publishing Services.
  • Kuranchie, A., Shukla, S., Habibi, D. (2013). Study on mine wastes as potential resource for brick manufacturing in Western Australia. Research, Development and Practice in Structural Engineering and Construction (819-823). Research Publishing Services.
  • Shukla, S., Singh, A., Jha, J. (2013). An insight into the geotextile-municipal solid waste interface characteristics. Reinforced Soil and Application in Infrastructure Development: Proceeding of the National Conference 'Geotechnical and Geoenvironmental Aspects of Wastes and Their Utilization in Infrastructural Projects' held at Ludhiana, India, 15-16 February, 2013 (263-267). Eagle Eye Publications.
  • Kuranchie, A., Shukla, S., Habibi, D. (2013). Mine wastes in Western Australia and their suitability for embankment construction. Geo-Congress 2013: Stability and Performance of Slopes and Embankments III (Geotechnical Special Publication 231) (1450-1459). American Society of Civil Engineers. https://doi.org/10.1061/9780784412787.145.
  • Gill, K., Choudhary, A., Jha, J., Shukla, S. (2013). Large model footing load test on multi-layer reinforced coal ash slope. Geo-Congress 2013: Stability and Performance of Slopes and Embankments III (Geotechnical Special Publication 231) (489-498). American Society of Civil Engineers. https://doi.org/10.1061/9780784412787.051.

2012

Journal Articles

  • Sawant, V., Shukla, S. (2012). Finite element analysis of laterally loaded piles in sloping ground. Coupled Systems Mechanics, 1(1), 59-78.
  • Shukla, S. (2012). An analytical expression for the seismic passive earth pressure from the c-Φ soil backfills on rigid retaining walls with wall friction and adhesion. International Journal of Geotechnical Engineering, 6(3), 365-370. https://doi.org/10.3328/IJGE.2012.06.02.365-369.
  • Shukla, S., Bathurst, R. (2012). An analytical expression for the dynamic active thrust from c-φ soil backfill on retaining walls with wall friction and adhesion. Geomechanics and Engineering, 4(3), 209-218.
  • Ting, CH., Sivakugan, N., Shukla, S. (2012). Laboratory simulation of the stresses within inclined stopes. Geotechnical Testing Journal, 35(2), 280-294. https://doi.org/10.1520/GTJ103693.
  • Ting, CH., Sivakugan, N., Read, W., Shukla, S. (2012). Analytical method to determine vertical stresses within a granular material contained in right vertical prisms. International Journal of Geomechanics, 12(1), 74-79. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000110.
  • Sawant, V., Shukla, S. (2012). Can finite element and closed-form solutions for laterally loaded piles be identical?. Structural Engineering and Mechanics, 43(2), 239-251.
  • Yadav, D., Shukla, S. (2012). Analytical model for deflection of the runway pavement at touchdown point caused by an aircraft during landing. International Journal of Geomechanics, 12(2), 113-118. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000118.
  • Sawant, VA., Shukla, S. (2012). Three-dimensional finite element analysis of laterally loaded piles in sloping ground. Indian Geotechnical Journal, 42(4), 278-286. https://doi.org/10.1007/s40098-012-0022-6.

Conference Publications

  • Choudhary, A., Gill, K., Jha, J., Shukla, S. (2012). Improvement in CBR of the expansive soil subgrades with a single reinforcement layer. Proceedings of the Indian Geotechnical Conference, IGC-2012. Advances in Geotechnical Engineering (289-292). Indian Geotechnical Society.
  • Shukla, S., Jha, J., Gill, K., Choudhary, A. (2012). Estimation of field compaction parameters. Proceedings of the Indian Geotechnical Conference, IGC-2012. Advances in Geotechnical Engineering (668-671). Indian Geotechnical Society.
  • Gill, K., Choudhary, A., Jha, J., Shukla, S. (2012). Load-bearing capacity of a footing resting on the fly ash slope with multi-layer reinforcements. GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering (4262-4271). American Society of Civil Engineers. https://doi.org/10.1061/9780784412121.438.

2011

Journal Articles

Conference Publications

  • Gill, K., Choudhary, A., Jha, J., Shukla, S. (2011). Load-bearing capacity of the footing resting on a reinforced fly ash slope. Proceedings of the International Conference on Advances in Geotechnical Engineering (531-536). Curtin University.
  • Gill, K., Choudhary, A., Jha, J., Shukla, S. (2011). Load-bearing capacity of footing resting on multilayer reinforced fly ash slope. Proceedings of the Golden Jubilee Indian Geotechnical Conference 2011 Geochallenges (819-822). Indian Geotechnical Society.
  • Gill, K., Jha, J., Choudhary, A., Shukla, S. (2011). Estimation of CBR value using dynamic cone penetrometer. Computer Methods for Geomechanics: Frontiers and New Applications (519-522). Centre for Infrastructure Engineering and Safety.

2010

Journal Articles

  • Shukla, S., Sivakugan, N., Singh, AK. (2010). Analytical Model for Fiber-Reinforced Granular Soils under High Confining Stresses. Journal of Materials in Civil Engineering, 22(9), 935-942.
  • Shukla, S. (2010). Discussion of the Technical Note ‘‘Seismic Passive Earth Thrust on Retaining Walls with Cohesive Backfills using Pseudo-Dynamic Approach’’ by A.H. Shafiee, A. Eskandarinejad, M. Jahanandish. Geotechnical and Geological Engineering, An International Journal, 28(6), 929-930.
  • Morgan, B., Shukla, S., Sivakugan, N. (2010). An experimental study on the additional settlement of footings resting on granular soils by water table rise. Soils and Foundations, 50(2), 319-324.
  • Singh, S., Sivakugan, N., Shukla, S. (2010). Can soil arching be insensitive to ф?. International Journal of Geomechanics, 10(3), 124-128. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000047.
  • Lovisa, J., Shukla, S., Sivakugan, N. (2010). Behaviour of prestressed geotextile-reinforced sand bed supporting a loaded circular footing. Geotextiles and Geomembranes, 28(1), 23-32.
  • Lovisa, J., Shukla, S., Sivakugan, N. (2010). Shear strength of randomly distributed moist fiber-reinforced sand. Geosynthetics International, 17(2), 100-106.
  • Shukla, S., Sivakugan, N. (2010). Discussion of “Fiber-Reinforced Fly Ash Subbases in Rural Roads” by Praveen Kumar and Shailendra Pratap Singh. Journal of Transportation Engineering, 136(4), 400-401. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000132.

Conference Publications

  • Shukla, S., Hossain, MM. (2010). Design charts for rock slope stability against plane failure under seismic loading condition. Proceedings of the ISRM International Symposium 2010 and 6th Asian Rock Mechanics Symposium (8p.). CBIP, New Delhi.
  • Hossain, MM., Shukla, S. (2010). Effect of vertical seismic coefficient on the stability of rock slopes against plane failure. Proceedings of the Australasian Congress on Applied Mechanics, ACAM 6 (9p.). Engineers Australia.
  • Zahid, M., Shukla, S., Habibi, D. (2010). Mechanics of active earth pressure under surcharge and seismic loading conditions. Proceedings of the Australasian Congress on Applied Mechanics, ACAM 6 (9p.). Engineers Australia.

2009

Journal Articles

  • Shukla, S., Sivakugan, N. (2009). A general expression for geosynthetic strain due to deflection. Geosynthetics International, 16(5), 402-407.
  • Shukla, S., Gaurav, G., Sivakugan, N. (2009). A simplified extension of the conventional theory of arching in soils. International Journal of Geotechnical Engineering, 3(3), 353-359. https://doi.org/10.3328/IJGE.2009.03.03.353-359.
  • Shukla, S., Sivakugan, N., Das, B. (2009). Fundamental concepts of soil reinforcement - an overview. International Journal of Geotechnical Engineering, 3(3), 329-342. https://doi.org/10.3328/IJGE.2009.03.03.329-342.
  • Shukla, S., Sivakugan, N., Gandhi, M., Ahmad, M. (2009). Improved expressions for field values of compaction test parameters. Geotechnique, 59(10), 851-853.
  • Shukla, S., Sivakugan, N., Das, B. (2009). Methods for determination of the coefficient of consolidation and field observations of time rate of settlement — an overview. International Journal of Geotechnical Engineering, 3(1), 89-108. https://doi.org/10.3328/IJGE.2009.03.01.89-108.
  • Shukla, S., Sivakugan, N., Mahto, S. (2009). A Simple Method for Estimating Poisson’s Ratio of Geosynthetics at Zero Strain. Geotechnical Testing Journal, 32(2), 181-185.
  • Shukla, S., Loughran, J., Sivakugan, N. (2009). Stress within a cohesionless granular fill in a storage vessel with sloping walls during initial static loading.. Powder Technology, 192(3), 389-393.

2008

Journal Articles

  • Shukla, S. (2008). A time-dependent expression for modulus of subgrade reaction of saturated cohesive foundation soils. International Journal of Geotechnical Engineering, 2(4), 435-439. https://doi.org/10.3328/IJGE.2008.02.04.435-439.
  • Shukla, S., Kumar, R. (2008). Overall slope stability of prestressed geosynthetic-reinforced embankments on soft ground. Geosynthetics International, 15(2), 165-171.

Research Projects

  • Soft ground improvement with prefabricated vertical drains (PVDs) and heat, Department of Education, DoE - Endeavour Research Fellowship, 2016, $1,500.
  • Modeling of contaminant transport through fractured porous rock mass, Department of Education, DoE - Endeavour Research Fellowship, 2015, $1,500.
  • An Investigation of the Load Bearing Capacity of Structural Anchors in Early Age Concrete, Edith Cowan University, ECU Early Career Researcher Grant - 2014, 2014 ‑ 2015, $25,000.
  • A Novel Vibration Health Monitoring System for Civil Infrastructures, Edith Cowan University, ECU Early Career Researcher - Grant, 2010 ‑ 2011, $24,000.

Research Student Supervision

Current Supervisions

Principal Supervisor

  • Doctor of Philosophy, Investigating the Engineering Behaviour of Ultra-High-Performance Concrete (UHPC) Reinforced with Hybrid Fibres
  • Doctor of Philosophy, A study on soil erosion and its sustainable solutions
  • Doctor of Philosophy, Stability analysis of mine tailings dams with geosynthetics
  • Doctor of Philosophy, Investigating seepage into tunnels and providing sustainable drainage solutions

Associate Supervisor

  • Doctor of Philosophy, Timber-Concrete Composite floors with slab-notch connectors

Completed Supervisions

Principal Supervisor

  • Master of Engineering Science, Stability analysis of rock slopes against plane failure subjected to surcharge and seismic loads
  • Master of Engineering Science, Behaviour of waste tyre fibre-reinforced cement-stabilised Perth sand
  • Master of Engineering Science, Wedge failure analysis of anchored rock slopes subjected to surcharge and seismic loads
  • Master of Engineering Science, Permeability characteristics of fibre-reinforced Perth sandy soil
  • Master of Engineering Science, Analysis of right-turn lane length in left-hand traffic countries at signalised intersections of urban roads
  • Doctor of Philosophy, Experimental and numerical analyses of geosynthetic-reinforced soil slopes
  • Doctor of Philosophy, Experimental and Mathematical Investigations of the Soil-Conduit Interaction within a Loaded Soil Slope
  • Doctor of Philosophy, Load-settlement investigation of geosynthetic-reinforced soil using experimental, analytical and intelligent modelling techniques
  • Doctor of Philosophy, Liner characterisation and leak detection using electrical resistivity techniques
  • Doctor of Philosophy, Analytical and numerical investigations of soil slopes subjected to seismic loadings
  • Master of Engineering Science, Electrical resistivity of sandy soil with water, leachates and seawater
  • Doctor of Philosophy, Load-settlement behaviour of geosynthetic-reinforced granular soil cover over the conduit
  • Doctor of Philosophy, Characterisation and applications of iron ore tailings in building and construction projects
  • Master of Engineering Science, Utilization of Mine tailings in Construction of Pavement
  • Doctor of Philosophy, Experimental and numerical analyses of strip footing on geotextile-reinforced soil bed
  • Master of Engineering Science, Ucs and cbr behaviour of Perth sandy soil reinforced with waste tyre fibres and cement
  • Master of Engineering Science, Engineering characteristics of compacted sand-bentonite mixtures
  • Doctor of Philosophy, Load-settlement and stress-strain behaviour of geosynthetic-reinforced sandy soil

Associate Supervisor

  • Doctor of Philosophy, Experimental study of oxygen transfer and Air-water two-phase flow characteristics of water jets-in-crossflows
  • Doctor of Philosophy, Catalytic mechanism, multifunctionality and structural design of iron-based metallic glasses
  • Master of Engineering Science, Intrinsic variations in geometric properties of nonlinear equivalent strut models for infill-rc frames
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