Research on analysis and design method of the pile-raft foundation with post-cast concrete strip

被引:1
作者
Shen, Zhao Wu [1 ]
Yang, Zhen Min [2 ]
Zhang, Ya Min [2 ]
机构
[1] Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang 050043, Peoples R China
[2] Shandong Zhongtong Steel Struct Engn Co LTD, Shandong 252000, Peoples R China
来源
TRENDS IN CIVIL ENGINEERING, PTS 1-4 | 2012年 / 446-449卷
关键词
pile foundation; post-cast concrete strip; displacement; raft moment;
D O I
10.4028/www.scientific.net/AMR.446-449.1541
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to analysis post-cast concrete strip influence to the pile-raft foundation, it has been taken to developed C++ program that is Poulos displacement solution calculating pile-soil stiffness and thick plank theory analyzing raft stiffness. Taking a frame and shear wall structure for example, it has been calculated to pile-raft foundation whether setting up post-cast strip or not that is foundation settlement, moment and so on. Results indicate that post-cast concrete strip is minutely influence to the pile foundation displacement and moment and not the control factor to this kind of pile foundation's design. It gives some good references to similar structure analysis and can instruct this kind of pile-raft foundation design and construction.
引用
收藏
页码:1541 / +
页数:2
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