Elasto-plastic Design of Piled Raft Foundation

被引:0
作者
Han, Aihong [1 ]
Zheng, Huijun [1 ]
机构
[1] N China Inst Water Conservancy & Hydroelect Power, Zhengzhou 450011, Peoples R China
来源
TRENDS IN CIVIL ENGINEERING, PTS 1-4 | 2012年 / 446-449卷
关键词
piled raft foundation; elasto-plastic; soil-structure interaction; elastic support;
D O I
10.4028/www.scientific.net/AMR.446-449.588
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
When the loading sustained by the foundation is large, employing piled raft foundation is one of the best solutions. In the elasto-plastic design of piled raft, piles could improve the differential settlement and reduce raft thickness. As the raft sustains high earth and water pressures, by reducing the span length of raft and excavation depth, one can get economic design. Using elasto-plastic property of the pile is a better method to avoid increasing the pile length and pile diameter and making full capacity of the piled raft foundation in design compared to normal piled raft. With adoption of few small diameter piles, the raft thickness could be reduced significantly. This makes it much better than raft foundation.
引用
收藏
页码:588 / 591
页数:4
相关论文
共 3 条
[1]  
Hambly E.C., Bridge Deck Behavior, V2nd
[2]  
International society of soil mechanics and geotechnical engineering, METH AN PIL RAFT FDN
[3]  
Land Transportation Authority of Singapore, CIV DES CRIT ROAD RA