SHEAR-STRENGTH OF UNSATURATED SOILS

被引：1231

作者：

FREDLUND, DG

MORGENSTERN, NR

WIDGER, RA

机构：

[1] UNIV ALBERTA,T6G 2G7,ALBERTA,CANADA

[2] DEPT HIGHWAYS,PRINCE ALBERT S6V 5S4,SASKATCHEWAN,CANADA

来源：

CANADIAN GEOTECHNICAL JOURNAL | 1978年 / 15卷 / 03期

关键词：

SOILS - Mechanical Properties;

D O I：

10.1139/t78-029

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The shear strength of an unsaturated soil is written in terms of two independent stress state variables. In one form of the shear strength equation, the transition from a saturated soil to an unsaturated soil is readily visible. In a second form of the shear strength equation, the independent roles of changes in total stress and changes in pore-water pressure are easily visualized. Published research literature provides limited data. However, the data substantiate that the shear strength can be described by a planar surface of the forms proposed. A procedure is also outlined to evaluate the pertinent shear strength parameters from laboratory test results. Refs.

引用

页码：313 / 321

页数：9

共 15 条

[1] AITCHISON GD, 1967, 3RD P AS REG C SOIL, V2
[2] BARDEN L, 1969, P ASCE, V95, P33
[3] Bishop A. W., 1960, RES C SHEAR STRENGTH
[4] Bishop AW., 1963, GEOTECHNIQUE, V13, P177, DOI DOI 10.1680/GEOT.1963.13.3.177
[5] BRACKLEY IJA, 1971, 5TH P REG C SOIL MEC, P23
[6] BURLAND JB, 1965, MOISTURE EQUILIBRIUM
[7] COLEMAN J D, 1962, GEOTECHNIQUE, V12, P348, DOI DOI 10.1680/GEOT.1962.12.4.348
[8] CONSTITUTIVE RELATIONS FOR VOLUME CHANGE IN UNSATURATED SOILS
FREDLUND, DG
MORGENSTERN, NR
[J]. CANADIAN GEOTECHNICAL JOURNAL, 1976, 13 (03) : 261 - 276
[9] FREDLUND DG, 1977, ASCE J GEOTECHNICAL, V107, P447
[10] FREDLUND DG, 1974, 2ND P S APPL SOL MEC, V1, P46

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