Observations on internal stability of cohesionless soils

被引：101

作者：

Fannin, R. J. ^{[1
]}

Moffat, R. ^{[1
]}

机构：

[1] Univ British Columbia, Dept Civil Engn, Vancouver, BC V5Z 1M9, Canada

来源：

GEOTECHNIQUE | 2006年 / 56卷 / 07期

关键词：

filters; gravels; sands; seepage;

D O I：

10.1680/geot.56.7.497

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：497 / 500

页数：4

共 11 条

[1]

[Anonymous], P 6 REG C AFR SOIL M

[2]

Bertram G.E., 1940, SOIL MECH SERIES, V7

[3]

HONJO Y, 1996, P GEOF 96, P227

[4] INTERNAL STABILITY OF GRANULAR FILTERS [J].

KENNEY, TC ;

LAU, D .

[5] INTERNAL STABILITY OF ANTIGRANULOCYTES FILTERS - REPLY [J].

KENNEY, TC ;

LAU, D .

[6]

Kezdi A., 1979, Soil physics

[7]

LOWE J, 1988, ADV DAM ENG DESIGN C, P270

[8]

Moffat R, 2002, THESIS U BRIT COLUMB

[9]

SHERARD JL, 1979, 13TH ICOLD C IND, V2, P25

[10] EXPERIMENTS ON PIPING IN SANDY GRAVELS [J].

SKEMPTON, AW ;

BROGAN, JM .

GEOTECHNIQUE, 1994, 44 (03) :449-460