ELASTOPLASTIC STRESS-STRAIN THEORY FOR COHESIONLESS SOIL WITH CURVED YIELD SURFACES

被引：568

作者：

LADE, PV ^{[1
]}

机构：

[1] UNIV CALIF LOS ANGELES,SCH ENGN & APPL SCI,DEPT MECH & STRUCTURES,LOS ANGELES,CA 90024

来源：

关键词：

D O I：

10.1016/0020-7683(77)90073-7

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

引用

页码：1019 / 1035

页数：17

共 27 条

[1] ALHUSSAINI MM, 1971, S712 USAE WES REP
[2] Andrawes K. Z., 1973, ASCE J SOIL MECHANIC, V99, P527
[3] Bishop AW., 1962, MEASUREMENT SOIL PRO, V2
[4] Brooker E. W., 1965, CAN GEOTECH J, V2, P1, DOI [https://doi.org/10.1139/t65-001, 10. 1139/t65-001 ., DOI 10.1139/T65-001, 10.1139/t65-001]
[5] Burland J.B., 1968, GEN STRESS STRAIN BE, P535, DOI DOI 10.1016/0022-4898(70)90160-6
[6] CALLADINE CR, 1973, P S ROLE PLASTICITY, P144
[7] DiMaggio F. L, 1971, ASCE, V97, P935
[8] Drucker D C., 1957, T AM SOC CIV ENG, V122, P338, DOI [10.1061/TACEAT.0007430, DOI 10.1061/TACEAT.0007430]
[9] SOME IMPLICATIONS OF WORK HARDENING AND IDEAL PLASTICITY
DRUCKER, DC
[J]. QUARTERLY OF APPLIED MATHEMATICS, 1950, 7 (04) : 411 - 418
[10] DRUCKER DC, 1951, 1ST P US NAT C APPL, P487