All Stories

  1. Lower-Bound Finite-Element Limit Analysis of Axisymmetric Active Earth Pressure Incorporating Shear Strength Nonlinearity of Soils
  2. Undrained uniaxial and combined VHM capacities of horizontal plate anchors in anisotropic and non-homogeneous clays
  3. Enhanced Failure Mechanisms for Bearing Capacity of Strip Footings on Non-Homogeneous Anisotropic Clays
  4. Evaluation of undrained breakout capacity of shallowly buried plate anchors in cohesive soils using a tension-truncated Tresca strength criterion
  5. Plasticity-Based Approaches for Infinite Slope Analysis of Nonlinear Bonded Soils
  6. Revisiting Slope Stability Analysis Using Tension‐Truncated Power‐Law Yield Criterion
  7. Pullout Capacity Analysis of Horizontal Plate Anchors with Tensile Strength Cutoff
  8. Kinematic horizontal slice method for uplift capacity analysis of plate anchors in nonhomogeneous soils with a nonlinear failure criterion
  9. Seismic Bearing Capacity of Strip Foundations with Nonlinear Power-Law Yield Criterion Using the Stress Characteristics Method
  10. Coupled Effect of Suction Stress and Unit Weight on the Active Earth Pressure of Unsaturated Backfills
  11. Analytical Solution for the Action of Seismic Active Earth Pressures of Unsaturated Backfills Behind Inclined Walls
  12. Vertical Uplift Capacity of Rectangular and Square Plate Anchors in Granular Soil under Seismic Forces
  13. Passive resistance of unsaturated backfill under steady state flow conditions
  14. Ultimate bearing capacity of strip and circular foundations using power type yield criterion using the method of stress characteristics
  15. Active thrust of sand with anisotropic seepage: A generalized limit equilibrium approach
  16. Seismic stability of obliquely loaded circular plate anchors
  17. Coupled Bearing Capacity Factor for Strip Foundations on Cohesive-Frictional Soil Slopes under Static and Seismic Conditions
  18. Taylor's slope stability chart for combined effects of horizontal and vertical seismic coefficients
  19. Analytical solution to estimate the point of application of resultant passive earth thrust against unsaturated retaining structures
  20. Vertical uplift resistance of close-spaced shallow rectangular group anchor plates embedded in sand
  21. Discussion of “Analysis of passive earth pressure modification due to seepage flow effects”
  22. Temperature dependent bond strength model for GFRP laminate externally bonded to heat-damaged concrete
  23. Determination of Required Reinforcement Force in Geosynthetic Reinforced Soil Walls Under Seismic Loadings
  24. Seismic uplift resistance of circular plate anchors in sand
  25. Discussion of “Estimation of Passive Earth Pressure against Rigid Retaining Wall Considering Arching Effect in Cohesive-Frictional Backfill under Translation Mode” by Yanyan Cai, Qingsheng Chen, Yitao Zhou, Sanjay Nimbalkar, and Jin Yu
  26. Seismic uplift capacity of shallow strip anchors: A new pseudo-dynamic upper bound limit analysis
  27. Closure to “Bearing Capacity of Shallow Strip Foundations in Sand under Eccentric and Oblique Loads” by R. Ganesh, Sunil Khuntia, and Jagdish Prasad Sahoo
  28. Vertical uplift resistance of rectangular plate anchors in two layered sand
  29. Kinematic Limit Analysis Approach for Seismic Active Earth Thrust Coefficients of Cohesive-Frictional Backfill
  30. Vertical uplift capacity of a group of shallow circular plate anchors in sand
  31. Seismic Passive Resistance of Cohesive-Frictional Soil Medium: Kinematic Limit Analysis
  32. Estimation of Pullout Capacity of Vertical Plate Anchors in Cohesionless Soil Using MARS
  33. Active Earth Pressure on Retaining Walls with Unsaturated Soil Backfill
  34. Discussion of “Seismic Uplift Capacity of Horizontal Strip Anchors Using a Modified Pseudodynamic Approach” by Anindya Pain, Deepankar Choudhury, and S. K. Bhattacharyya
  35. Bearing Capacity of Shallow Strip Foundations in Sand under Eccentric and Oblique Loads
  36. Vertical uplift resistance of plate anchors with the fluctuations of groundwater table
  37. Uplift capacity of horizontal strip plate anchors adjacent to slopes considering seismic loadings
  38. Discussion: Active earth pressures from a log-spiral slip surface with arching effect