| Introduction / 1： |
| A short historical review of soil plasticity |
| Idealized stress-strain relations for soil |
| Limit analysis for collapse load |
| Finite-element analysis for progressive failure behavior of soil mass |
| Basic Concepts Of Limit Analysis / 2： |
| The perfectly plastic assumption and yield criterion |
| The kinematic assumption on soil deformations and flow rule |
| The stability postilate of Drucker |
| Restrictions imposed by Drucker's stability postulate - convexity and normality |
| The assumption of small change in geometry and the equation of virual work |
| Theorems of limit analysis |
| Limit theorems for materials with non-associated flow rules |
| The upper-bound method |
| The lower-bound method |
| Validity of Limit Analysis in Application to Soils / 3： |
| Soil - a multiphase material |
| Mechanical behavior of soils |
| Soil failure surfaces |
| Validity of limit analysis in application to soils |
| Friction-dilation and related energy in cohesionless soils |
| Effect of friction on the applicability of limit analysis to soils |
| Some aspects of retaining wall problems and the associated phenomena at failure |
| Lateral Earth Pressure Problems / 4： |
| Failure mechanism |
| Energy dissipation |
| Earth pressure analysis (passive) |
| Earth pressure analysis (active) |
| Comparisons and discussions |
| Some practical aspects |
| Rigid Retaining Walls Subjected To Earthquake Forces / 5： |
| General considerations |
| Seismic passive earth pressure analysis |
| Seismic active earth pressure analysis |
| Numerical results and discussions |
| Earth pressure tables for practical use |
| Seismic earth pressure tables for K a and K p / Appendix A： |
| Earth pressure tables for N Ac and N Pc |
| Some Practical Considerations In Design Of Rigid Retaining Structures / 6： |
| Theoretical considerations of the modified Dubrova method |
| Some numerical results and discussions of the modified Dubrova method |
| Evaluation of the modified Dubrova method |
| Effects of wall movement on lateral earth pressures |
| Earth pressure theories for design applications in seismic environments |
| Design recommendations |
| Bearing Capacity of Strip Footing on Anisotropic and Nonhomogeneous Soils / 7： |
| Analysis |
| Results and discussions |
| Earthquake-Induced Slope Failure and Landslides / 8： |
| Failure surface |
| Determination of the critical height for seismic stability |
| Special spiral-slope configurations |
| Calculated results and discussions |
| Concluding remarks |
| Seismic Stability of Slopes In Nonhomogeneous, Anisotropic Soils and General Discussions / 9： |
| Log-spiral failure mechanism for a nonhomogeneous and anisotropic slope |
| Mechanics of earthquake-induced slope failure |
| Assessment of Seismic Displacement of Slopes / 10： |
| Failure mechanisms and yield acceleration |
| Assessment of seismic displacement of slopes |
| Summary |
| Plane failure surface / Appendix 1： |
| Log-spiral failure surface / Appendix 2： |
| Limit analysis during earthquake / Appendix 3： |
| Stability Analysis of Slopes With Generalized Failure Criterion / 11： |
| Variational approach in limit analysis and the combined method |
| Stability analysis of slopes |
| Layered analysis of embankments |
| Introduction / 1： |
| A short historical review of soil plasticity |
| Idealized stress-strain relations for soil |
| Limit analysis for collapse load |
| Finite-element analysis for progressive failure behavior of soil mass |
| Basic Concepts Of Limit Analysis / 2： |
