All Stories

  1. Foundation design of single-span arch bridges in China
  2. Measurement of Dynamic and Static Properties of Residual Soil Using a Modified Cyclic Triaxial Apparatus
  3. Effect of mean grain size on shear modulus degradation and damping ratio curves of sands
  4. Three‐dimensional fundamental solution for unsaturated transversely isotropic half‐space under surface time‐harmonic load
  5. Investigation of the dynamic vertical behaviour of a floating pile embedded in unsaturated poroelastic half-space
  6. Three-dimensional axisymmetric transient response of an unsaturated poroelastic transversely isotropic half-space
  7. Suitability charts to select stabilizer for excavated soils and rocks (ESR)
  8. Discussion of “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard
  9. A geometry-modelling method to estimate landslide volume from source area
  10. Characterisation of geomembrane and geotextile interface short-term creep behaviour in a dry condition
  11. Assessment of critical rainfall scenarios for slope stability analyses based on historical rainfall records in Singapore
  12. Filter paper method for suction measurement using electrical resistivity
  13. A modified series-parallel electrical resistivity model of saturated sand/clay mixture
  14. Discussion of “Novel Approach to Determine Soil–Water Retention Surface” by Mateus Bezerra Alves da Costa and André Luís Brasil Cavalcante
  15. Osmotic Oedometer Using Sodium Chloride Solution and Reverse Osmosis Membrane
  16. Examining the Contact Filter Paper Method in the Low Suction Range
  17. Effect of mean grain size on shear modulus degradation and damping ratio curves of sands
  18. Field and numerical modelling of sand-rubber mixtures vibration barrier
  19. Discussion of “Generalized Equation for Soil Shrinkage Curve” by Pan Chen and Ning Lu
  20. On the detection of anomalous seismo-ionospheric behavior in the presence of space weather stimuli for large earthquakes
  21. Discussion of “Permeability function for oil sands tailings undergoing volume change during drying”
  22. Timoshenko beam effect in flexural resonant column tests
  23. Challenges in the Detection of Ionospheric Pre-Earthquake Total Electron Content Anomalies (PETA) for Earthquake Forewarning
  24. Shrinkage Curves for Powder and Granular Bentonites
  25. Modelling shear strength of compacted soils
  26. Effect of water salinity on the water retention curve of geosynthetic clay liners
  27. Discussion of “Tool for analysis of multichannel analysis of surface waves (MASW) field data and evaluation of shear wave velocity profiles of soils”
  28. Effect of Rainfall Infiltration on Deformation of Geobarrier Wall
  29. Contribution of osmotic suction to shear strength of unsaturated high plasticity silty soil
  30. Field instrumentations and monitoring of GeoBarrier System for steep slope protection
  31. Series-parallel structure-oriented electrical conductivity model of saturated clays
  32. Upper-Bound Limit Analysis of Unsaturated Soil Slopes under Rainfall
  33. Soil–Water Characteristic Curve and Permeability Function of Recycled Concrete Aggregates Coated with Oil or Wax
  34. Determination of damping ratios for soils using bender element tests
  35. Dynamic Properties of Residual Soil over a Wide Range of Strain
  36. Evaluation of Point Pedo-Transfer Functions for the Soil-Water Characteristic Curve
  37. Measurement of Soil Shrinkage Curve Using Photogrammetry
  38. Numerical Analyses for Assessment of Geobarrier System Performance
  39. Soils with Bimodal Soil-Water Characteristic Curve
  40. Characteristics of Landslides Induced by the 25 April 2015 M7.8 Nepal Earthquake
  41. Unsaturated elasto-plastic constitutive equations for compacted kaolin under consolidated drained and shearing-infiltration conditions
  42. Experimental-artificial intelligence approach for characterizing electrical resistivity of partially saturated clay liners
  43. Expedited Soil–Water Characteristic Curve Tests Using Combined Centrifuge and Chilled Mirror Techniques
  44. Effect of soil hydraulic properties on water infiltration of containerised soil
  45. 1D Infiltration Behavior of Two-Layered Recycled Concrete Aggregates Using Hydrophobic Materials in a Column Apparatus
  46. Modelling the effect of density on the unimodal soil-water characteristic curve
  47. Laboratory investigation on hydraulic anisotropy behavior of unsaturated soil
  48. Problems in environmental geotechnics
  49. Performance of Residual Soil as Cover System for a Sanitary Landfill in Singapore
  50. Effects of Confining Pressure and Degree of Saturation on Wave Velocities of Soils
  51. Corrigendum to “Universal soil shrinkage curve equation” [Geoderma 237–238 78–87]
  52. Performance of high-capacity tensiometer in constant water content oedometer test
  53. Finite element simulations of wave propagation in soils using a Viscoelastic model
  54. Physical Model for the Investigation of Capillary-Barrier Performance Made Using Recycled Asphalt
  55. Flux boundary measurements for the study of tree stability
  56. The Unsaturated Shear Strength of Dual Porosity Soil
  57. Water content of soil matrix during lateral water flow through cracked soil
  58. Structural cell contribution to resistance of trees to uprooting
  59. Effect of hydraulic anisotropy on soil–water characteristic curve
  60. Equation for unimodal and bimodal soil–water characteristic curves
  61. Use of Dual Capillary Barrier as Cover System for a Sanitary Landfill in Singapore
  62. Effects of Rainfall Characteristics on the Stability of Tropical Residual Soil Slope
  63. Measurement of soil suction using moist filter paper
  64. Field instrumentation for performance assessment of Geobarrier System
  65. Governing failure mode of unsaturated soil slopes under rainwater infiltration
  66. Swelling and Collapse of Unsaturated Soils Due to Inundation Under One-Dimensional Loading
  67. Effects of soil–water characteristic curve and relative permeability equations on estimation of unsaturated permeability function
  68. Stability of containerized urban street trees
  69. Application of weighted average velocity (WAVe) method to determine Vs,30
  70. Effect of range of soil–water characteristic curve measurements on estimation of permeability function
  71. Effect of shrinkage on air-entry value of soils
  72. Modification of triaxial apparatus for permeability measurement of unsaturated soils
  73. Universal soil shrinkage curve equation
  74. Improvement of peaty soils with municipal solid waste fly ash
  75. Experimental study on dual capillary barrier using recycled asphalt pavement materials
  76. Performance of an instrumented slope covered with shrubs and deep-rooted grass
  77. Mapping of cracked soils and lateral water flow characteristics through a network of cracks
  78. Bender element - ultrasonic system to determine wave velocity of soils
  79. Shear Strength of Unsaturated Soils under Multiple Drying-Wetting Cycles
  80. Comprehensive Instrumentation for Real Time Monitoring of Flux Boundary Conditions in Slope
  81. Understanding the stability of Samanea saman trees through tree pulling, analytical calculations and numerical models
  82. Global Inversion of Surface Wave Dispersion Curves Based on Improved Weighted Average Velocity Method
  83. Effects of flux boundary conditions on pore-water pressure distribution in slope
  84. Unsaturated properties of recycled concrete aggregate and reclaimed asphalt pavement
  85. Use of recycled crushed concrete and Secudrain in capillary barriers for slope stabilization
  86. Water characteristic curve of soil with bimodal grain-size distribution
  87. Weighted average velocity forward modelling of Rayleigh surface waves
  88. Field instrumentation for monitoring of water, heat, and gas transfers through unsaturated soils
  89. Applications of Technical Reference for Deep Excavation TR26: 2010
  90. Variability of residual soil properties
  91. A purposeful classification of tree decay detection tools
  92. Discussion of “Use of geophysical methods for soil profile evaluation” 1Appears in the Canadian Geotechnical Journal, 48(9): 1364–1377 [doi: 10.1139/t11-044].
  93. Two and three-dimensional slope stability reanalyses of Bukit Batok slope
  94. Performance of an Instrumented Slope Covered by a Capillary Barrier System
  95. Soil–water characteristic curves of gap-graded soils
  96. Calibration of a thermal conductivity sensor for field measurement of matric suction
  97. Passive infrared camera measurements demonstrate modest effect of mechanically induced internal voids on Dracaena fragrans stem temperature
  98. Closure to “Shear Strength Equations for Unsaturated Soil under Drying and Wetting” by Goh Shin Guan, Harianto Rahardjo, and Leong Eng Choon
  99. Finite-Element Modeling of Continuous Surface Waves Tests: Numerical Accuracy with respect to Domain Size
  100. Mitigation of Ground Shock Effects on Buried Structures–Advantages of Unsaturated Ground
  101. Stiffness of a compacted residual soil
  102. Numerical Analyses and Monitoring Performance of Residual Soil Slopes
  103. Performance of Horizontal Drains in Residual Soil Slopes
  104. Effect of Antecedent Rainfall Patterns on Rainfall-Induced Slope Failure
  105. Water Characteristic Curves of Recycled Materials
  106. Discussion of “Modified Null Pressure Plate Apparatus for Measurement of Matric Suction” by Power, K. C. and Vanapalli, S. K., Geotechnical Testing Journal, Vol. 33, No. 4, Paper ID GTJ102478
  107. Response to Discussion of ‘Modified Null Pressure Plate Apparatus for Measurement of Matric Suction' by Power, K. C. and Vanapalli, S. K.REFERENCE: Geotechnical Testing Journal, Vol. 33, No. 4, 2010 pp. 335–341
  108. Strength and Small-Strain Stiffness Characteristics of Unsaturated Sand
  109. Local Displacement Transducer With Anderson Loop
  110. A simplified method to estimate the soil-water characteristic curve
  111. Effects of Groundwater Table Position and Soil Properties on Stability of Slope during Rainfall
  112. Application of geosynthetic material in capillary barriers for slope stabilisation
  113. Effect of hydraulic properties of soil on rainfall-induced slope failure
  114. Tree-pulling experiment: an analysis into the mechanical stability of rain trees
  115. Discussion of “Near-Field Effects on Array-Based Surface Wave Methods with Active Sources” by S. Yoon and G. J. Rix
  116. Shear Strength Equations for Unsaturated Soil under Drying and Wetting
  117. Calibrations of a high-suction tensiometer S. D. N. LOURENçO, D. GALLIPOLI, D. G. TOLL, C. E. AUGARDE, F. D. EVANS and G. M. MEDERO (2008).
  118. Response to discussion on “Effects of different drying rates on shrinkage characteristics of a residual soil and soil mixtures” by Mamert Mbonimpa, Michel Aubertin, Bruno Bussiere [Engineering Geology 107/3–4 (2009) 172–173]
  119. Discussion of “Assessment of the use of the vapour equilibrium technique in controlled-suction tests”Appears in Canadian Geotechnical Journal: 46(4): 411–423.
  120. Response parameters for characterization of infiltration
  121. Measuring shear and compression wave velocities of soil using bender–extender elements
  122. Use of instantaneous profile and statistical methods to determine permeability functions of unsaturated soils
  123. Conceptual framework for Comparing University baccalaureate programmes in shipping management
  124. Shear strength characteristics of a compacted soil under infiltration conditions
  125. Tree stability in an improved soil to withstand wind loading
  126. Effects of different drying rates on shrinkage characteristics of a residual soil and soil mixtures
  127. Effects of coarse-grained material on hydraulic properties and shear strength of top soil
  128. Indirect Measurement of Suction
  129. Measurement of geotextile-water characteristic curve using capillary rise principle
  130. Effect of antecedent rainfall on pore-water pressure distribution characteristics in residual soil slopes under tropical rainfall
  131. Factors Controlling Instability of Homogeneous Soil Slopes under Rainfall
  132. Re-examination of peak stress and scaled distance due to ground shock
  133. Accuracy of suction measurement
  134. Soil-water characteristic curve and consolidation behavior for a compacted silt
  135. Characteristics of Scanning Curves of Two Soils
  136. Drying and wetting characteristics of a two-layer soil column
  137. Elastoplastic model for unsaturated soil with incorporation of the soil-water characteristic curve
  138. Reply to the discussion by A.C. Londono on "Response of a residual soil slope to rainfall"
  139. Behavior of Unsaturated Layered Soil Columns during Infiltration
  140. A Miniature Tensiometer for Measurement of High Matric Suction
  141. Effects of Hysteresis on Shear Strength Envelopes from Constant Water Content and Consolidated Drained Triaxial Tests
  142. Experimental Study of 1-D Capillary Barrier Model Using Geosynthetic Material as the Coarse-Grained Layer
  143. Stiffness of a Compacted Residual Soil
  144. Study of Infiltration Characteristics in the Field
  145. Suction Measurements
  146. Shear Strength and Pore-Water Pressure Characteristics during Constant Water Content Triaxial Tests
  147. Effects of coarse-grained materials on properties of residual soil
  148. Pore-water pressure and water volume change of an unsaturated soil under infiltration conditions
  149. Estimating permeability functions of Singapore residual soils
  150. Response of a residual soil slope to rainfall
  151. Measuring Shear Wave Velocity Using Bender Elements
  152. Design and laboratory verification of a physical model of sloping capillary barrier
  153. Assessment of Direct Cone Penetration Test Methods for Predicting the Ultimate Capacity of Friction Driven Piles
  154. Effects of Hysteresis on Steady-State Infiltration in Unsaturated Slopes
  155. Factors affecting drying and wetting soil-water characteristic curves of sandy soils
  156. Measurement of wave velocities and attenuation using an ultrasonic test system
  157. A study of infiltration on three sand capillary barriers
  158. Shear Strength of Compacted Soil under Infiltration Condition
  159. Shear strength of a compacted residual soil from consolidated drained and constant water content triaxial tests
  160. Characteristics of residual soils in Singapore as formed by weathering
  161. A Flume for Assessing Flux Boundary Characteristics in Rainfall-Induced Slope Failure Studies
  162. Infiltration characteristics of two instrumented residual soil slopes
  163. A flexible wall permeameter for measurements of water and air coefficients of permeability of residual soils
  164. Effectiveness of horizontal drains for slope stability
  165. Hydrologic Behavior of Residual Soil Slopes in Singapore
  166. Assessment of statistical models for indirect determination of permeability functions from soil–water characteristic curves
  167. Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique
  168. Mini suction probe for matric suction measurements
  169. Spatial and temporal variability of pore-water pressures in residual soil slopes in a tropical climate
  170. Trapping of aeolian sediments and build-up of the ice cover of a dry-based Antarctic lake
  171. Controlling parameters for rainfall-induced landslides
  172. Infiltration effects on stability of a residual soil slope
  173. Soil-Water Characteristic Curves for Compacted Clays
  174. Instrumentation of an Unsaturated Residual Soil Slope
  175. Coupled Model for Heat, Moisture, Air Flow, and Deformation Problems in Unsaturated Soils
  176. Discussion of “Unsaturated Hydraulic Conductivity of Two Compacted Barrier Soils” by E. C. Leong and H. Rahardjo
  177. Finite element modelling of rock-socketed piles
  178. A model for rock interfacial behaviour
  179. Discussion of “ Designing Sanitary Sewers with Microcomputers ” by Drew P. Desher and Patrick K. Davis (December, 1986, Vol. 112, No. 6)