ULTIMATE PILE CAPACITY FOR ECCENTRIC INCLINED LOAD

被引：46

作者：

MEYERHOF, GG ^{[1
]}

YALCIN, AS ^{[1
]}

MATHUR, SK ^{[1
]}

机构：

[1] MRM ENGINEERS,PITTSBURGH,PA

来源：

JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 1983年 / 109卷 / 03期

关键词：

D O I：

10.1061/(ASCE)0733-9410(1983)109:3(408)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：408 / 423

页数：16

共 14 条

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[2] Meyerhof, 1976, J GEOTECHNICAL ENG D, V102, P195, DOI DOI 10.1016/0148-9062(76)91352-8
[3] Meyerhof G.G., 1963, CAN GEOTECH J, V1, P16, DOI [DOI 10.1139/T63-003, 10.1139/t63-003]
[4] Meyerhof G.G., 1972, CAN GEOTECH J, V9, P430, DOI [10.1139/t72-043, DOI 10.1139/T72-043]
[5] Meyerhof G.G., 1973, CAN GEOTECH J, V10, P428
[6] Meyerhof G.G., 1973, CAN GEOTECH J, V10, P64, DOI [10.1139/t73-005, DOI 10.1139/T73-005]
[7] Meyerhof G. G., 1960, P INT ASS BRIDGE STR, P105
[8] Meyerhof G. G., 1979, PROC SEMINAR INT ASS, P1
[9] LATERAL RESISTANCE AND DEFLECTION OF RIGID WALLS AND PILES IN LAYERED SOILS
MEYERHOF, GG
MATHUR, SK
VALSANGKAR, AJ
[J]. CANADIAN GEOTECHNICAL JOURNAL, 1981, 18 (02) : 159 - 170
[10] BEARING CAPACITY OF PILES IN LAYERED SOILS .1. CLAY OVERLYING SAND
MEYERHOF, GG
SASTRY, VVRN
[J]. CANADIAN GEOTECHNICAL JOURNAL, 1978, 15 (02) : 171 - 182