The bearing capacity of footings on a sand layer overlying soft clay

被引：54
作者：
Kenny, MJ
Andrawes, KZ
机构：
来源：
GEOTECHNIQUE | 1997年 / 47卷 / 02期
关键词：
bearing capacity; clays; compressibility; footings/foundations; laboratory tests; sands;
D O I：
10.1680/geot.1997.47.2.339
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
[No abstract available]
引用
收藏
页码：339 / 345
页数：7
相关论文
共 16 条
[1]   STRENGTH OF SOILS AS ENGINEERING MATERIALS [J].
BISHOP, AW .
GEOTECHNIQUE, 1966, 16 (02) :91-&
[2]   AN AIR ACTIVATED SAND SPREADER FOR FORMING UNIFORM SAND BEDS [J].
BUTTERFIELD, R ;
ANDRAWES, KZ .
GEOTECHNIQUE, 1970, 20 (01) :97-+
[3]  
Caquot A., 1953, P 3 INT C SOIL MECH, V1, P336
[4]  
De Beer E., 1965, P S BEAR CAP SETTL F, P15
[5]   DESIGN CHARTS FOR ULTIMATE BEARING CAPACITY OF FOUNDATIONS ON SAND OVERLYING SOFT CLAY [J].
HANNA, AM ;
MEYERHOF, GG .
CANADIAN GEOTECHNICAL JOURNAL, 1980, 17 (02) :300-303
[6]  
JACOBSEN M, 1977, GENNEMLOKNING TYNDE, P23
[7]  
MAYFIELD B, 1963, THESIS U NOTTINGHAM
[8]  
Meyerhof G.G., 1974, Canadian Geotechnical Journal, V11, P223, DOI [10.1139/t74-018, DOI 10.1139/T74-018]
[9]  
MEYERHOF GG, 1948, 2ND P INT C SOIL MEC, V1, P237
[10]  
NYSLIVEC A, 1971, P 4 BUD C SOIL MECH, P677
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