A HYPO-ELASTIC MODEL FOR SOILS .4. CONSTITUTIVE-EQUATIONS

被引：1

作者：

DRAGUSIN, L

机构：

来源：

关键词：

D O I：

10.1016/0020-7225(81)90088-4

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

引用

页码：543 / 552

页数：10

共 10 条

[1] ARNOLD M, 1973, 8TH P INT C SOIL MEC, V1, P11
[2] BISHOP AW, 1965, GEOTECHNIQUE, V15, P1
[3] BJERRUM L, 1972, INTERNAL REPORT NORW
[4] BJERRUM L, 1973, 8TH P INT C SOIL MEC, V3, P111
[5] A HYPO-ELASTIC MODEL FOR SOILS .3. APPLICATIONS IN SOILS MECHANICS
DRAGUSIN, L
[J]. INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 1981, 19 (04) : 533 - 541
[6] A HYPO-ELASTIC MODEL FOR SOILS .1. A CLASS OF HYPO-ELASTIC MATERIALS
DRAGUSIN, L
[J]. INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 1981, 19 (04) : 511 - 520
[7] A HYPO-ELASTIC MODEL FOR SOILS .2. A CLASS OF HYPO-ELASTIC MATERIALS PROPERTIES
DRAGUSIN, L
[J]. INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 1981, 19 (04) : 521 - 531
[8] Parry R.H.G., 1956, THESIS
[9] Roscoe K.H., 1968, GENERALISED STRESS S
[10] Schofield A., 1968, CRITICAL STATE SOIL