All Stories

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