All Stories

  1. Influence of vertical eccentric loading on the time-dependent response of piled raft foundations incorporating a continuous drainage boundary
  2. Time-Dependent Behaviour of Encased Column-Improved Soft Soils: Recent Developments
  3. Crack-hydro-deformation analysis of expansive soil: implications on heave–subsidence response
  4. Monitoring Performance Indicators during Electrokinetic Treatment
  5. Mitigation of the Swelling Behavior of Expansive Soils Using Hydrophobic Lignosulfonate: Adsorption Mechanism
  6. Efficacy of Utilizing Stress-Dependent SWRC in the Analysis of a Footing Resting on an Unsaturated Soil Slope
  7. Electrokinetics in a Stone Column Encased by a Conductive Jute Geotextile: The Role of Anode Materials
  8. A State-of-the-Art Review on Sustainable Chemical Stabilizers for Expansive Soils
  9. Engineering and physicochemical response of soft clay with electrokinetic consolidation process
  10. Behavior of Rigid Piled-Raft Foundation Subjected to Compressive Loading Considering Time Effect: An Experimental and Analytical Study
  11. Tensile Strength Framework for Unsaturated Coarse- and Fine-Grained Soils
  12. Strength and Deformation Behavior of Compacted Soils Under Varied Suction and Drainage Conditions
  13. Numerical investigation on hydraulic and gas flow response of MSW landfill cover system comprising a geosynthetic clay liner under arid climatic conditions
  14. Coupled Effect of Suction Stress and Unit Weight on the Active Earth Pressure of Unsaturated Backfills
  15. Analytical Solution for the Action of Seismic Active Earth Pressures of Unsaturated Backfills Behind Inclined Walls
  16. Performance enhancement of encased stone column with conductive natural geotextile under k0 stress condition
  17. Passive resistance of unsaturated backfill under steady state flow conditions
  18. Effect of Lignosulfonate on Strength and Deformation Behavior of Swelling Soil
  19. Centrifuge model tests on the deformation behavior of geosynthetic-encased stone column supported embankment under undrained condition
  20. Modeling the WRC and volume change behavior of GCLs considering net stress and temperature
  21. Physical and numerical modelling of strip footing on geogrid reinforced transparent sand
  22. Pullout Behavior of Triaxial Geogrid Embedded in a Transparent Soil
  23. Centrifuge modeling of geosynthetic-encased stone column-supported embankment over soft clay
  24. Test Apparatus for Rapid Determination of Soil-Water Retention Curve under Isotropic Loading Condition
  25. An Apparatus to Measure Gas Diffusion and Gas Permeability of Unsaturated Cap Barriers Subjected to Distortion
  26. 3D coupled mechanical and hydraulic modeling of geosynthetic encased stone column-supported embankment over soft clay
  27. 3-D Finite Element Study of Embankment Resting on Soft Soil Reinforced with Encased Stone Column
  28. System reliability analysis of geosynthetic reinforced soil slope considering local reinforcement failure
  29. The coupled effect of suction and net stress on the air permeability of compacted soils
  30. Simplified Model to Predict Features of Soil–Water Retention Curve Accounting for Stress State Conditions
  31. Numerical Evaluation of Geogrid-Encased Stone Columns in Soft Soil under Embankment Loading
  32. Analytical solution to estimate the point of application of resultant passive earth thrust against unsaturated retaining structures
  33. Methane Emission from Municipal Solid Waste Landfills—Estimation and Control
  34. Enhanced Engineering Characteristics of Soils by Electro-Osmotic Treatment: An Overview
  35. Efficacy of Coupled Solid–Fluid Formulation in Regularizing an Ill-Posed Finite Element Model
  36. Influence of Confining Pressure on Air Permeability of Unsaturated Soil Barrier
  37. Characterization of water sorption and retention behavior of partially saturated GCLs using vapor equilibrium and filter paper methods
  38. Influence of Confining Pressure on Water Retention Characteristics of Compacted Soil
  39. Reliability-Based Assessment of Municipal Solid Waste Landfill Slope
  40. Time-dependent behaviour of fully and partially penetrated geosynthetic encased stone columns
  41. Linear and nonlinear elastic analysis of closely spaced strip foundations using Pasternak model
  42. Study of measured and fitted SWCC accounting the irregularity in the measured dataset
  43. Numerical study on intermittent geofoam in-filled trench as vibration barrier considering soil non-linearity and circular dynamic source
  44. Performance of Compacted Soil Barriers under the Advective Gas Flow Condition
  45. Environmental geotechnology: an Indian perspective
  46. Numerical Simulation of Geogrid-Reinforced Soil Barriers Subjected to Differential Settlements
  47. Influence of permeability of soft clay on the efficiency of stone columns and geosynthetic-encased stone columns – a numerical study
  48. A generalized model for geosynthetic reinforced railway tracks resting on soft clays
  49. Evaluation of gas permeability and mechanical behaviour of soil barriers of landfill cap covers through laboratory tests
  50. Centrifuge and Numerical Study on the Behavior of Clay-Based Landfill Covers Subjected to Differential Settlements
  51. Centrifuge Modeling and Instrumentation of Geogrid-Reinforced Soil Barriers of Landfill Covers
  52. Influence of randomly distributed geofibers on the integrity of clay-based landfill covers: a centrifuge study
  53. Hydro-mechanical behavior of geogrid reinforced soil barriers of landfill cover systems
  54. Investigation of a landslide in Russia — finite element and probabilistic approach
  55. Deformation behavior of clay cap barriers of hazardous waste containment systems: Full-scale and centrifuge tests
  56. Effect of Thickness of Hydraulic Barrier on The Integrity of A Cover System Subjected To Differential Settlements
  57. Performance assessment of deformation behaviour of landfill barriers at the onset of differential settlement
  58. Development of a Motor-Based Differential Settlement Simulator Setup for a Geotechnical Centrifuge
  59. Evaluation of geogrid as a reinforcement layer in clay based engineered barriers
  60. Centrifuge model tests on clay based engineered barriers subjected to differential settlements
  61. Studies on the Integrity of Clay-Rich Soil Liners for Cover Systems of Landfills