All Stories

  1. Simplistic Estimation of Consolidation and Compressibility Characteristics of Different Soils Improved with Granular Columns
  2. Physical Model Study on the Seismic Response of Retaining Walls with Sand–Tire Chips Mixtures
  3. Rainfall Induced Landslide Analysis of Coonoor Region in Nilgiris District Using TRIGRS
  4. Stress Transfer Mechanism of the Stone Column Improved Ground Considering Reinforcement and Drainage Mechanisms
  5. Seismic Analysis of Pile Foundations Using an Integrated Approach
  6. Performance of Stone Columns in Multi-Layered Soils System
  7. Combined Effect of Vertical and Horizontal Loads on the Behavior of Pile Foundations in Layered Soils
  8. Investigating the Influence of Groundwater Level Variation on Performance of Soil Nailed Slopes
  9. Performance of Geosynthetic Reinforced Shallow Foundations
  10. Dynamic Properties and PWP Model Parameters of Sandy Soil for Ground Response Analysis
  11. Implications of On-Sample LVDTs in Cyclic Triaxial Test to Measure Small-Strain Shear Modulus
  12. Seismic Requalification of Pile-Supported Structure: Pseudo-Static Approach
  13. Evaluation of monotonic and dynamic shear modulus of sand using on-sample transducers in cyclic triaxial apparatus
  14. Monotonic and dynamic properties of riverbed sand and hill-slope soils of seismically active North-east India for ground engineering applications
  15. Characterization of Ground Response and Liquefaction for Kathmandu City Based on 2015 Earthquake Using Total Stress and Effective Stress Approach
  16. Liquefaction Potential Assessment of Brahmaputra Sand Based on Regular and Irregular Excitations Using Stress-Controlled Cyclic Triaxial Test
  17. Influence of digital elevation models on the simulation of rainfall-induced landslides in the hillslopes of Guwahati, India
  18. Geotechnics for Natural Disaster Mitigation and Management
  19. Performance of Geocell-Reinforced Sand Foundations with Clay Subgrades of Varying Strength
  20. Stability of Two-Layered Earth Slope Under Varying Rainfall Intensity
  21. Assessment of Dynamic Response of Cohesionless Soil Using Strain-Controlled and Stress-Controlled Cyclic Triaxial Tests
  22. Investigation of Rainfall-Induced Landslides at the Hillslopes of Guwahati Region, Assam
  23. Sand–scrap tyre chip mixtures for improving the dynamic behaviour of retaining walls
  24. Effect of Slope Angle on the Stability of a Slope Under Rainfall Infiltration
  25. Dynamic soil properties and liquefaction potential of northeast Indian soil for non-linear effective stress analysis
  26. Dynamic Characterization of Soils Using Various Methods for Seismic Site Response Studies
  27. Stability Assessment of Rock Slope and Design of Rock Slope Reinforcement
  28. Impedance Functions for Double-D-Shaped Caisson Foundations
  29. Geotechnical Characterization of Hillslope Soils of Guwahati Region
  30. Local Strain Measurements in Triaxial Tests Using On-Sample Transducers
  31. Simplified Methodology for Stiffness Estimation of Double D Shaped Caisson Foundations
  32. Stability Analysis of Non-homogeneous Soil Slopes Using Numerical Techniques
  33. Static and Dynamic Slope Stability Assessment of a Himalayan Rock Slope
  34. Mitigation of Dynamic Loading Effects on Retaining Walls Using Recycled Tire Chips
  35. Lateral Behavior of Pile Foundations during Partial Liquefaction
  36. Dynamic properties and liquefaction behaviour of cohesive soil in northeast India under staged cyclic loading
  37. Stability analysis of two-layered non-homogeneous slopes
  38. Response of saturated cohesionless soil subjected to irregular seismic excitations
  39. Importance of Site-Specific Dynamic Soil Properties for Seismic Ground Response Studies
  40. Geotechnics for Natural and Engineered Sustainable Technologies
  41. Behaviour of geocell–geogrid reinforced foundations on clay subgrades of varying strengths
  42. Sustainable Utilization of Scrap Tire Derived Geomaterials for Geotechnical Applications
  43. Dynamic soil properties for seismic ground response studies in Northeastern India
  44. Scenario based seismic re-qualification of caisson supported major bridges – A case study of Saraighat Bridge
  45. High Strain Dynamic Properties of Perfectly Dry and Saturated Cohesionless Soil
  46. Tyre chips as compressible inclusions in earth-retaining walls
  47. Evaluation of dynamic properties of sandy soil at high cyclic strains
  48. Geocell-Reinforced Foundation Systems: A Critical Review
  49. Behaviour of circular footing resting on layered foundation: sand overlying clay of varying strengths
  50. Behavior of Rigid-Faced Reinforced Soil-Retaining Walls Subjected to Different Earthquake Ground Motions
  51. Behavior of Geosynthetic Reinforced Soil Foundation Systems Supported on Stiff Clay Subgrade
  52. Pullout Tests Using Modified Direct Shear Test Setup for Measuring Soil–Geosynthetic Interaction Parameters
  53. Evaluation of the Optimum Mixing Ratio of a Sand-Tire Chips Mixture for Geoengineering Applications
  54. Experimental Investigation of Interface Behaviour of Different Types of Granular Soil/Geosynthetics
  55. Forensic investigation of earthquake induced failures during Sikkim 2011 earthquake, India
  56. Effects of reinforcement on the geo-structure for mitigation of the earthquake effects
  57. Recycled Tire Chips Mixed with Sand as Lightweight Backfill Material in Retaining Wall Applications: An Experimental Investigation
  58. Behavior of Geogrid Reinforced Foundation Systems Supported on Clay Subgrades of Different Strengths
  59. Strain Behavior of Backfill Soil in Rigid Faced Reinforced Soil Walls Subjected to Seismic Excitation
  60. Experimental Investigation of Applicability of Sand Tire Chip Mixtures as Retaining Wall Backfill
  61. Seismic resilience of retaining walls backfilled with sand–tire chips mixtures
  62. Strain Behavior of Soil and Reinforcement in Wrap Faced Reinforced Soil Walls Subjected to Seismic Excitation
  63. Seismic Requalification of Geotechnical Structures
  64. Influence of subgrade strength on the performance of geocell-reinforced foundation systems
  65. Ground Engineering with Granular Inclusions for Loose Saturated Sands Subjected to Seismic Loadings
  66. Seismic Ground Response Analysis of Some Typical Sites of Guwahati City
  67. Development of numerical model of wrap-faced walls subjected to seismic excitation
  68. Modeling the Dynamic Response of Wrap-Faced Reinforced Soil Retaining Walls
  69. Seismic Response of Rigid Faced Reinforced Soil Retaining Walls
  70. Economic MEMS based 3-axis water proof accelerometer for dynamic geo-engineering applications
  71. Realization of Cascaded H-Bridge 5-Level Multilevel Inverter as Series Active Filter
  72. Reliability Based Performance Evaluation of Earth Retaining Structures
  73. Mitigation of Liquefaction Hazard Using Granular Piles
  74. Bearing capacity improvement of square footing by micropiles
  75. Comparison of photo voltaic array based different topologies of cascaded H-bridge multilevel inverter
  76. Performance analysis of three phase cascaded H-bridge multi level inverter for under voltage and over voltage conditions
  77. Seismic behaviour of rigid-faced reinforced soil retaining wall models: reinforcement effect
  78. Treatment of Loose to Medium Dense Sands by Granular Piles: Improved SPT ‘N1’ Values
  79. Seismic response of reinforced soil retaining wall models: Influence of backfill relative density
  80. Seismic Response of Rigid Faced Reinforced Soil Retaining Walls
  81. Seismic response of wrap-faced reinforced soil-retaining wall models using shaking table tests
  82. Equivalent deformation properties of ground treated with rammed granular piles
  83. Densification effect of granular piles on settlement response of treated ground
  84. Dynamic Response of Reinforced Soil Retaining Walls
  85. DENSIFICATION EFFECT OF GRANULAR PILES IN LIQUEFACTION MITIGATION