INFLUENCE OF INITIAL GRAIN SHAPE AND PORE ANISOTROPY ON STRENGTH OF BRITTLE SOILS

被引：5

作者：

INGLES, OG

LEE, IK

机构：

来源：

GEOTECHNIQUE | 1971年 / 21卷 / 02期

关键词：

D O I：

10.1680/geot.1971.21.2.143

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：143 / &

共 17 条

[1] A NOTE ON BRITTLE CRACK GROWTH IN COMPRESSION [J].

BRACE, WF ;

BOMBOLAKIS, EG .

JOURNAL OF GEOPHYSICAL RESEARCH, 1963, 68 (12) :3709-+

HORNE, MR .

PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1969, 310 (1500) :21-&

HORNE, MR .

PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1965, 286 (1404) :79-&

[4]

HORNE MR, 1965, PROC R SOC LON SER-A, V286, P62, DOI 10.1098/rspa.1965.0130

[5]

INGLES OG, 1966, 3RD P C AUSTR ROAD R, V3, P1504

[6]

Ingles OG., 1966, ENG GEOL, V1, P305, DOI [10.1016/0013-7952(66)90012-3, DOI 10.1016/0013-7952(66)90012-3]

[7]

INGLES OG, 1964, STRENGTH CEMENT LIME, P1

[8]

INGLES OG, 1969, 2 AUST NZ C MECH STR, P1

[9]

INGLES OG, 1967, P S STRESS FAILURE U

[10]

LAFEBER D., 1965, AUSTRALIAN J SOIL RES, V3, P143, DOI 10.1071/SR9650143