ANALYSIS OF BEARING CAPACITY OF RIGID PILES UNDER ECCENTRIC AND INCLINED LOADS

被引：14

作者：

KOUMOTO, T

MEYERHOF, GG

SASTRY, VVRN

机构：

[1] Univ of Nova Scotia, Halifax, NS,, Can, Univ of Nova Scotia, Halifax, NS, Can

来源：

CANADIAN GEOTECHNICAL JOURNAL | 1986年 / 23卷 / 02期

关键词：

D O I：

10.1139/t86-022

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：127 / 131

页数：5

共 11 条

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[3]

Meyerhof G.G., 1972, CAN GEOTECH J, V9, P430, DOI [10.1139/t72-043, DOI 10.1139/T72-043]

[4]

Meyerhof G. G., 1960, P INT ASS BRIDGE STR, P105

[5] LATERAL RESISTANCE AND DEFLECTION OF RIGID WALLS AND PILES IN LAYERED SOILS [J].

MEYERHOF, GG ;

MATHUR, SK ;

VALSANGKAR, AJ .

CANADIAN GEOTECHNICAL JOURNAL, 1981, 18 (02) :159-170

[6] ULTIMATE PILE CAPACITY FOR ECCENTRIC INCLINED LOAD [J].

MEYERHOF, GG ;

YALCIN, AS ;

MATHUR, SK .

JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1983, 109 (03) :408-423

[7] BEARING CAPACITY OF RIGID PILES UNDER ECCENTRIC AND INCLINED LOADS. [J].

Meyerhof, G.G. ;

Sastry, V.V.R.N. .

Canadian geotechnical journal, 1985, 22 (03) :267-276

[8] PILE CAPACITY FOR ECCENTRIC INCLINED LOAD IN CLAY [J].

MEYERHOF, GG ;

YALCIN, AS .

CANADIAN GEOTECHNICAL JOURNAL, 1984, 21 (03) :389-396

[9] THE BEARING CAPACITY OF RIGID PILES AND PILE GROUPS UNDER INCLINED LOADS IN CLAY [J].

MEYERHOF, GG .

CANADIAN GEOTECHNICAL JOURNAL, 1981, 18 (02) :297-300

[10]

MEYERHOF GG, 1986, ASCE J GEOTECHNICAL, V112

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