Bearing capacity of shallow foundations near slopes under complex loads

被引：0

作者：

Marechal, O ^{[1
]}

Garnier, J ^{[1
]}

Canepa, Y ^{[1
]}

Morbois, A ^{[1
]}

机构：

[1] Lab Cent Ponts & Chaussees Cellule Mecan & Struct, Nantes, France

来源：

CENTRIFUGE 98, VOL 1 | 1998年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Many studies have been carried out on the bearing capacity of shallow foundations on sand placed near a slope, or subjected to eccentric or/and inclined loads, but few of them deals with the combination of all these parameters. This paper presents the experimental and numerical work done at the LCPC, on the bearing capacity of shallow foundations near slopes, subjected to inclined and eccentric loads. The experimental devices and the results obtained are presented, and in the second part, we describe the first numerical simulations carried out using a finite element model. This model could be used to extrapolate the centrifuge tests results to cases that can not be studied experimentally.

引用

页码：459 / 464

页数：6