BEHAVIOR OF FLEXIBLE PILES UNDER INCLINED LOADS

被引：43

作者：

SASTRY, VVRN ^{[1
]}

MEYERHOF, GG ^{[1
]}

机构：

[1] TECH UNIV NOVA SCOTIA,DEPT CIVIL ENGN,HALIFAX B3J 2X4,NS,CANADA

来源：

CANADIAN GEOTECHNICAL JOURNAL | 1990年 / 27卷 / 01期

关键词：

D O I：

10.1139/t90-003

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The lateral soil pressures, bending moments, pile displacements at ground surface, and bearing capacity of instrumented vertical single flexible model piles in homogeneous loose sand and soft clay under central inclined loads have been investigated. The results of these load tests are compared with theoretical estimates based on the concept of an effective embedment depth of equivalent rigid piles. Reasonable agreement has been found between the observed and predicted behaviour of flexible piles. The analyses are also compared with the results of some field case records. -Authors

引用

页码：19 / 28

页数：10

共 23 条

[1]

ADAM M, 1971, ANN I TECHNIQUE BATI, P126

[2]

ALIZADEH M, 1970, ASCE J SOIL MECHANIC, V96, P1583

[3] BEHAVIOR OF AXIALLY AND LATERALLY LOADED SINGLE PILES EMBEDDED IN NONHOMOGENEOUS SOILS [J].

BANERJEE, PK ;

DAVIES, TG .

GEOTECHNIQUE, 1978, 28 (03) :309-326

[4]

Broms B, 1964, ASCE, V90, P123

[5]

Broms B.B., 1964, J SOIL MECH FDN DIV, V90, P27, DOI 10.1061/JSFEAQ.0000611

[6] ULTIMATE CAPACITY OF RIGID SINGLE PILES UNDER INCLINED LOADS IN SAND [J].

CHARI, TR ;

MEYERHOF, GG .

CANADIAN GEOTECHNICAL JOURNAL, 1983, 20 (04) :849-854

[7]

KERISEL J, 1967, ANN I TECHNIQUE BATI, V239, P1654

[8]

Mayerhof G., 1976, J GEOTECHNICAL ENG D, V102, P197, DOI DOI 10.1016/0148-9062(76)91352-8

[9]

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

[10]

Meyerhof G.G., 1953, PROC 3 INT C SOIL ME, V1, P440

← 1 2 3 →