All Stories

  1. Seismic Response of Tunnels in Soft Soil—Status and Future Prospects
  2. Editorial: Special Issue of IGC-2022 Keynote Volume
  3. Dynamic analysis of buried pipeline with and without barrier system subjected to underground detonation
  4. Closed‐form solution for natural frequency of flexible combined pile‐raft foundation
  5. A critical review on performance of buried pipeline subjected to pipe bursting and earthquake induced permanent ground deformation
  6. Interactive iterative methodology for seismic analysis of pile-raft supported nuclear power plant structure in a conventional framework
  7. Displacement-based finite element approach on analysing flexible combined pile–raft foundation in layered soil
  8. Case Studies and Numerical Investigation of Landslide Triggering Mechanisms in Western Ghats, Kerala, India
  9. Bearing Capacity and Liquefaction Assessment of Shallow Foundations Resting on Vibro-Stone Column Densified Soil in Vallur Oil Terminal, India
  10. Design Approach for Deeply Embedded Circular Caisson Foundations under Combined Loading
  11. Seismic Stability and Deformation Analysis of a South India Hill Slope by Finite Elements
  12. Displacement-Controlled Analysis of Embedded Cantilever Retaining Walls
  13. Nonlinear Dynamic Soil–Foundation–Superstructure Interaction Analysis for a Reactor Building Supported on a Combined Piled–Raft System
  14. Protection of pipeline below pavement subjected to traffic induced dynamic response
  15. Combined Seismic Bearing Capacity Factor Using Modified Pseudo-dynamic Approach
  16. Analytical method for determining displacement and bending moment of embedded cantilever retaining walls subjected to pseudo-static earthquake accelerations
  17. Buried pipeline subjected to static pipe bursting underneath: a closed-form analytical solution
  18. Displacement-controlled approach for the analysis of embedded cantilever retaining walls with a distanced strip surcharge
  19. Failure Envelopes for Ring Foundations Resting on Tresca Soil under Combined Loading
  20. An Improved Method of Vertical Slices to Determine Seismic Passive Earth Pressure and Its Point of Application
  21. Buried Pipeline Subjected to Underground Blast Load: Closed-Form Analytical Solution
  22. Controlled Ground-Borne Vibrations for Design of Sub-structural Systems—Theory and Practice
  23. Numerical investigation of the stability of landslide-affected slopes in Kerala, India, under extreme rainfall event
  24. Earthquake Response of Ring Foundation in Cohesionless Soil
  25. Uplift resistance of buried pipelines: The contribution of seepage forces
  26. A review on design aspects and behavioral studies of pile foundations in liquefiable soil
  27. Buried Pipeline Subjected to Ground Deformation and Seismic Landslide: A State-of-the-Art Review
  28. Evaluation of Passive Earth Resistance Using an Improved Limit Equilibrium Method of Slices
  29. Semianalytical Solution for Buried Pipeline Subjected to Horizontal Transverse Ground Deformation
  30. Bearing capacity of ring foundations over a rock mass using numerical analysis
  31. Steady-state response of flexible combined pile-raft foundation under dynamic loading
  32. Depth factors for ring foundations in cohesive soil using numerical analysis
  33. Three-Dimensional Soil–Foundation–Superstructure Interaction Analysis of Nuclear Building Supported by Combined Piled–Raft System
  34. Solutions for Foundation Systems Subjected to Earthquake Conditions
  35. Deterministic Seismic Hazard Analysis for the Northwestern Part of Haryana State, India, Considering Various Seismicity Levels
  36. Undrained Bearing Capacity Factor N c for Ring Foundations in Cohesive Soil
  37. Estimation of the response of piled raft using nonlinear soil and interface model
  38. Caissons in Cohesionless Soils Considering 3D Wedge under Earthquake Loading
  39. Estimation of Shear Wave Velocity and Seismic Site Characterization for New Nuclear Power Plant Region, India
  40. Pseudostatic Approach to Analyze Combined Pile–Raft Foundation
  41. Buried pipeline subjected to seismic landslide: A simplified analytical solution
  42. Nearshore deep excavation and associated problems in cohesionless soil
  43. Serviceability-Based Finite-Element Approach on Analyzing Combined Pile–Raft Foundation
  44. Probabilistic Modelling for Earthquake Forecasting in the Northwestern Part of Haryana State, India
  45. Seismic bearing capacity factor Nγe for dry sand beneath strip footing using modified pseudo-dynamic method with composite failure surface
  46. Analysis of helical soil nailed walls under static and seismic conditions
  47. Numerical modelling of seepage and tension beneath plate anchors
  48. Soil-Structure Interaction
  49. Seismic response of single piles in liquefiable soil considering P-delta effect
  50. Dynamic Tunnel–Soil Interaction in Soft Soils Considering Site-Specific Seismic Ground Response
  51. Dynamic Soil-Structure Interaction for Sustainable Infrastructures
  52. Behavior of shallow tunnel in soft soil under seismic conditions
  53. Computation of sliding displacements of seawalls under earthquake conditions
  54. Prediction of earthquake occurrence for a new nuclear power plant in India using probabilistic models
  55. Natural frequencies of piled raft foundation including superstructure effect
  56. Seismic Stability of Seawalls under Earthquake and Tsunami Forces Using a Modified Pseudodynamic Method
  57. Efficiency of Open and Infill Trenches in Mitigating Ground-Borne Vibrations
  58. Assessing and Mapping Seismic Liquefaction Hazard, Vulnerability, and Risk of the Transportation Infrastructure of Mumbai City, India
  59. Development of new prediction model for capacity of combined pile-raft foundations
  60. Earthquake Magnitude Conversion Problem
  61. Seismic Design of Caisson Foundation in Sand
  62. Influence of seismic motions on behavior of piles in liquefied soils
  63. Effect of dynamic soil properties and frequency content of harmonic excitation on the internal stability of reinforced soil retaining structure
  64. Closure to “Seismic Uplift Capacity of Horizontal Strip Anchors Using a Modified Pseudodynamic Approach” by Anindya Pain, Deepankar Choudhury, and S. K. Bhattacharyya
  65. Stability of seawalls using modified pseudo-dynamic method under earthquake conditions
  66. Soil–structure interaction in a combined pile–raft foundation – a case study
  67. Seismic passive earth resistance using modified pseudo-dynamic method
  68. Seismic rotational stability of gravity retaining walls by modified pseudo-dynamic method
  69. Generalized Seismic Active Thrust on a Retaining Wall with Submerged Backfill Using a Modified Pseudodynamic Method
  70. Correlations of Uniaxial Compressive Strength of Rock Mass with Conventional Strength Properties through Random Number Generation
  71. Seismic passive earth resistance in submerged soils using modified pseudo-dynamic method with curved rupture surface
  72. Recent Advances in Seismic Design of MSW Landfill Considering Stability
  73. Generalized framework to predict undrained uplift capacity of buried offshore pipelines
  74. Estimation of Engineering Properties of Soils from Field SPT Using Random Number Generation
  75. Effect of Earthquake on Combined Pile–Raft Foundation
  76. Seismic reliability-based analysis and GIS mapping of cyclic mobility of clayey soils of Mumbai city, India
  77. Foundation Systems for High-Rise Structures
  78. Seismic Rotational Stability of a Seawall Considering Non-Breaking Waves
  79. The Seismic Bearing Capacity Factor for Surface Strip Footings
  80. Computation of the Rotational Displacements of Gravity Retaining Walls by the Pseudo-Dynamic Method
  81. Seismic rotational displacement of retaining walls: a pseudo-dynamic approach
  82. Determination of blast-induced ground vibration equations for rocks using mechanical and geological properties
  83. DSSI analysis of pile foundations for an oil tank in Iraq
  84. Influence of non-breaking wave force on seismic stability of seawall for passive condition
  85. Seismic Uplift Capacity of Horizontal Strip Anchors Using a Modified Pseudodynamic Approach
  86. Influences of Local Soil Conditions for Ground Response in Kolkata City During Earthquakes
  87. Analytical and numerical approaches to compute the influence of vertical load on lateral response of single pile
  88. Estimation of shear wave velocity from SPT N-value - field assessments
  89. Non-linear site-specific seismic ground response analysis for port sites in Mumbai, India
  90. Simulation of rock subjected to underground blast using FLAC3D
  91. Sliding and overturning stability of seawalls subjected to non-breaking waves
  92. Forensic Geotechnical Engineering
  93. Site-Specific Seismic Ground Response Study for Nuclear Power Plants and Ports in Mumbai
  94. Aspects Regarding Management of Soil Risk
  95. Seismic analysis of laterally loaded pile under influence of vertical loading using finite element method
  96. Dynamic analyses and field observations on piles in Kolkata city
  97. Ground Improvement of Marine Clay for Highway Construction in Mumbai, India
  98. Coupled behavior of pile foundations in liquefied and non-liquefied soils during earthquakes including case study
  99. Deterministic seismic hazard analysis considering different seismicity levels for the state of Goa, India
  100. Sliding stability of non-vertical waterfront retaining wall supporting inclined backfill subjected to pseudo-dynamic earthquake forces
  101. Prediction of Blast-Induced Vibration Parameters for Soil Sites
  102. Deaggregation of Seismic Hazard for Two Ports in Mumbai Metropolitan Region
  103. Seismic Requalification of Geotechnical Structures
  104. Seismic Liquefaction Hazard and Site Response for Design of Piles in Mumbai City
  105. Stability of non-vertical waterfront retaining wall supporting inclined backfill under earthquake and tsunami
  106. Seismic Ground Response Analysis of KK-NPP Site in the Event of NCO Earthquake Using DEEPSOIL
  107. Comparative Study of Seismic Ground Responses Using DEEPSOIL, SHAKE, and D-MOD for Soils of Goa, India
  108. Deterministic Seismic Hazard Analysis for Greater Mumbai, India
  109. Seismic Analysis of Soil Slopes Using FLAC2D and Modified Newmark Approach
  110. Seismic Behaviour of Retaining Structures, Design Issues and Requalification Techniques
  111. New Method to Compute Seismic Active Earth Pressure on Retaining Wall Considering Seismic Waves
  112. Modeling of Soil Subjected to Underground Blast Using FLAC3D
  113. Spatial variation of probabilistic seismic hazard for Mumbai and surrounding region
  114. New Approach to Determine Seismic Passive Resistance on Retaining Walls Considering Seismic Waves
  115. Seismic uplift capacity of shallow horizontal strip anchor under oblique load using pseudo-dynamic approach
  116. Single Piles in Cohesionless Soils Under Lateral Loads Using Elastic Continuum Approach
  117. Behavior of Single Pile in Liquefied Deposits during Earthquakes
  118. Variations in shear wave velocity and soil site class in Kolkata city using regression and sensitivity analysis
  119. Estimation of seismic uplift capacity of horizontal strip anchors using pseudo-dynamic approach
  120. Stability Analysis of Soil Slope Subjected to Blast Induced Vibrations Using FLAC 3D
  121. Pseudo-Static and Pseudo-Dynamic Stability Analysis of Tailings Dam Under Seismic Conditions
  122. A Critical Study on Behaviour of Pile Groups in Liquefied Soil Under Seismic Conditions
  123. Computations of Seismic Passive Resistance and Uplift Capacity of Horizontal Strip Anchors in Sand
  124. Recent Development in Modeling, Analysis, and Design of Foundation Systems Subjected to Blast Loading Considering Uncertainties
  125. Response of Flexible Piles Under Lateral Loads
  126. Seismic internal stability analysis of waterfront reinforced-soil wall using pseudo-static approach
  127. Effects of Lateral Loads on a Single Pile
  128. Estimation of seismic ground motions using deterministic approach for major cities of Gujarat
  129. Pullout capacity of vertical plate anchors in cohesion-less soil
  130. Translational Seismic Failure Analysis of MSW Landfills Using Pseudodynamic Approach
  131. Scale Effect on Strength and Failure Modes of Open Pit Cut Slope of Wardha Valley Coalfield in India
  132. Pseudo-Static Uplift Capacity of Obliquely Loaded Horizontal Strip Anchor in Cohesionless Soil
  133. Seismic hazard and site-specific ground motion for typical ports of Gujarat
  134. Discussion: Seismic design factor for sliding of waterfront retaining wall
  135. Equivalent-Linear Seismic Ground Response Analysis of Some Typical Sites in Mumbai
  136. Geospatial contour mapping of shear wave velocity for Mumbai city
  137. GIS-GPS Based Map of Soil Index Properties for Mumbai
  138. Seismic Behavior of Tailings Dam Using FLAC3D
  139. Pseudo-Static Uplift Capacity of Horizontal Strip Anchors
  140. PSEUDOSTATIC DESIGN FACTORS FOR STABILITY OF WATERFRONT-RETAINING WALL DURING EARTHQUAKE
  141. Seismic yield accelerations of MSW landfills by pseudo-dynamic approach
  142. Seismic stability analysis of expanded MSW landfills using pseudo-static limit equilibrium method
  143. Computation of pseudo-static yield accelerations of landfills
  144. Effect of Amplification on Seismic Stability of Tailings Dam
  145. Computations of uplift capacity of pile anchors in cohesionless soil
  146. GIS-based soil liquefaction susceptibility map of Mumbai city for earthquake events
  147. Seismic Translational Failure Analysis of MSW Landfills Using Pseudo-Static Approach
  148. Seismic Rotational Stability of Waterfront Retaining Wall Using Pseudodynamic Method
  149. Analysis of rectangular and square anchors in cohesionless soil
  150. Effect of cohesion and fill amplification on seismic stability of municipal solid waste landfills using limit equilibrium method
  151. Seismic design factor for sliding of waterfront retaining wall
  152. Equivalent-linear seismic analyses of MSW landfills using DEEPSOIL
  153. Pseudo-dynamic analysis of reinforced soil wall subjected to oblique displacement
  154. Investigation of the Behavior of Tailings Earthen Dam Under Seismic Conditions
  155. Simplified method to characterize municipal solid waste properties under seismic conditions
  156. External stability of waterfront reinforced soil structures under seismic conditions using a pseudo-static approach
  157. Seismic design of retaining wall by considering wall-soil inertia for active case
  158. Reply to discussion on “Stability of waterfront retaining wall subjected to pseudo-static earthquake forces” by Ivo Bellezza and Roberta Fentini
  159. Discussion on “Stability of waterfront retaining wall subjected to pseudo-static forces” by Deepankar Choudhury and Syed Mohd. Ahmad [Ocean Engineering 34 (2007) 1947–1954]
  160. Response of Multilayer Foundation System beneath Railway Track under Cyclic Loading
  161. Pseudo-dynamic approach of seismic design for waterfront reinforced soil-wall
  162. Stability of Waterfront Retaining Wall Subjected to Pseudodynamic Earthquake Forces
  163. STABILITY OF WATERFRONT RETAINING WALL SUBJECTED TO PSEUDO-DYNAMIC EARTHQUAKE FORCES AND TSUNAMI
  164. Displacement-Based Seismic Stability Analyses of Reinforced and Unreinforced Slopes Using Planar Failure Surfaces
  165. Seismic Rotational Displacement of Gravity Walls by Pseudodynamic Method
  166. Centrifuge Model Study of Pile Group Subject to Adjacent Excavation
  167. EFFECTS OF BODY WAVES AND SOIL AMPLIFICATION ON SEISMIC EARTH PRESSURES
  168. Computation of hydraulic conductivity of montmorillonitic clays by diffuse double layer theory
  169. Computation of hydraulic conductivity of montmorillonitic clays by diffuse double layer theory
  170. GENERALIZED SOLUTION FOR SEISMIC UPLIFT CAPACITY OF STRIP ANCHORS USING PSEUDO-STATIC APPROACH
  171. Behaviour of Slopes under Static and Seismic Conditions by Limit Equilibrium Method
  172. Stability of waterfront retaining wall subjected to pseudo-static earthquake forces
  173. External stability of reinforced soil walls under seismic conditions
  174. Sliding stability and seismic design of retaining wall by pseudo-dynamic method for passive case
  175. Seismic rotational displacement of gravity walls by pseudo-dynamic method: Passive case
  176. Design of waterfront retaining wall for the passive case under earthquake and tsunami
  177. Dynamic active earth pressure on retaining structures
  178. Pseudo-dynamic approach of seismic active earth pressure behind retaining wall
  179. Seismic stability of reinforced-soil wall by pseudo-dynamic method
  180. Centrifuge Model Study on Pile Responses due to Adjacent Excavation
  181. New approach for analysis of cantilever sheet pile with line load
  182. Seismic Bearing Capacity of Shallow Strip Footings Embedded in Slope
  183. New Approach for Estimation of Static and Seismic Active Earth Pressure
  184. Seismic passive resistance by pseudo-dynamic method
  185. Seismic bearing capacity of shallow strip footings
  186. Seismic uplift capacity of inclined strip anchors
  187. Seismic Passive Earth Pressures in Soils
  188. Seismic uplift capacity of strip anchors in soil
  189. Swelling pressure of sodium montmorillonites
  190. Seismic passive resistance in soils for negative wall friction
  191. Swelling pressure of sodium montmorillonites