亞洲巖土工程與環(huán)境巖土工程新進(jìn)展

內(nèi)容概要

　　《亞洲巖土工程與環(huán)境巖土工程新進(jìn)展：第4屆亞洲巖土工程與環(huán)境巖土工程研討會論文集（英文）》內(nèi)容包括：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等。

書籍目錄

PrefaceOrganizationKeynote Iectures1 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 soils2 Shallow and deep foundation as well as retaining earth structures3 Slope stability4 Geo-Environment5 Gen-Disaster6 Soil improvement and earth reinforcement7 General problems and othersAuthor index

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