Experimental study of shallow foundation on geosynthetic reinforced soil mass

被引：0
|
作者：
Dubreucq, T [1 ]
Delmas, P [1 ]
机构：
[1] Lab Cent Ponts & Chaussees, Paris, France
来源：
FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 3 | 1997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：
This paper deals with usual horizontal reinforcement in soft soil beneath shallow foundations of works. Specifically, some experimental studies provide a quantitative assessment of the bearing capacity and the settlement for a strip footing reinforced with geosynthetic layers. The loading tests are performed on reduced-scale models placed in the LCPC centrifuge. Deformations of layers are located and evaluated by digital image processing through the transparent side of a container. According to the yield design theory, a method for a such reinforced foundation on a sandy soil is proposed and discussed.
引用
收藏
页码：1741 / 1744
页数：4
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