Preface
Organization
Keynote Iectures
1 Soil characteristics
The self boring typed in-situ friction test(sbift)and its technical characteristics
Study of electrical resistivity feature of remolded expansive soils
Undrained cyclic shear characteristics of dense volcanic coarse-grained soil，“Shirasu”
Theoretical analysis of expansion of cylindrical cavity based on the extended SMP criterion
Comparison of incremental load and constant rate of strain consolidation test results
A pressure-dependent hyperelastic constitutive model for soils
Effect of degree of saturation on the liquefaction strength of in-situ sandy soils
Theory of 1-D consolidation of visco-elastic soft clay with impeded boundaries under cyclic loading
Discussion of depth of crack propagation of unsaturated expansive soils
Digital properties of geo-material images
Quantitatively study on soil microstructure using electrical resistivity method
Mechanical behavior of marine clay under cyclic loading
Laboratory study on static strength and resilient modulus of grading macadam
Experimental study on compression behavior of unsaturated remoulded clay under controlled matric suction
Swell potential and strength of expansive soils modified by surfactant
Experimental study on axial strain rate of frozen soil under cyclic dynamic load
Experimental study on dynamic shear modulus and damping ratio of saturated clay
A comprehensive approach to modeling the constitutive behavior of unsaturated soils
2 Shallow and deep foundation as well as retaining earth structures
3 Slope stability
4 Geo-Environment
5 Gen-Disaster
6 Soil improvement and earth reinforcement
7 General problems and others
Author index
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