SET OF CONSTITUTIVE MODELS FOR SOILS UNDER SLOW MOVEMENT

被引：19

作者：

VULLIET, L ^{[1
]}

HUTTER, K ^{[1
]}

机构：

[1] TH DARMSTADT,FACHBEREICH MECH,D-6100 DARMSTADT,FED REP GER

来源：

JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 1988年 / 114卷 / 09期

关键词：

D O I：

10.1061/(ASCE)0733-9410(1988)114:9(1022)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：1022 / 1041

页数：20

共 57 条

[1]

ANDERSLA.OB, 1970, GEOTECHNIQUE, V20, P1, DOI 10.1680/geot.1970.20.1.1

[2] CONSOLIDATION OF CLAY WITH NON-LINEAR VISCOSITY [J].

BARDEN, L .

GEOTECHNIQUE, 1965, 15 (04) :345-&

[3] DIRECT SIMPLE-SHEAR TESTS ON A NORWEGIAN QUICK CLAY [J].

BJERRUM, L ;

LANDVA, A .

GEOTECHNIQUE, 1966, 16 (01) :1-&

[4]

CAKMAK AS, 1970, 5TH P INT C RHEOL TO, P491

[5]

CALABRESI G, 1970, RIV ITALIANA GEOTECH, V1

[6]

Christensen R.W., 1964, J SOIL MECH FDN DIV, V90, P125, DOI [10.1061/JSFEAQ.0000667, DOI 10.1061/JSFEAQ.0000667]

[7] SOIL MECHANICS AND PLASTIC ANALYSIS OR LIMIT DESIGN [J].

DRUCKER, DC ;

PRAGER, W .

[8]

DYSLI M, 1981, 10TH P INT C SOIL ME, V3, P395

[9]

Eringen A.C., 1980, MECH CONTINUA

[10]

FEDA J, 1973, 8TH P ICSMFE MOSC, V1, P119