Numerical Simulation Analysis of Bearing Characteristics on Super-large Diameter Rock Socketed Pile

被引：2
|
作者：
Gong, Chengzhong [1 ,2 ]
He, Chunlin [1 ]
Zhu, Mingxing [2 ]
机构：
[1] Huaiyin Inst Technol, Huaian 223001, Peoples R China
[2] Southeast Univ, Beijing 210096, Peoples R China
来源：
ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV | 2014年 / 580-583卷
关键词：
Bridge Engineering; Bearing Characteristics; Numerical Simulation; Rock-socket pile; Side Friction;
D O I：
10.4028/www.scientific.net/AMM.580-583.432
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Wujiang Bridge is located on the Wujiang River in Chongqing Province in China. Based on test method of numerical simulation, the bearing characteristics of this large-diameter rock-socket pile with super-thick pile caps have been analyzed, including pile foundation load-bearing characteristics, pile-soil load sharing, and stress flow analysis of thick pile caps. The results indicated that Q-s curve of this kind of pile is approximate to linear. Under the action of ultimate load, the main load was supported by pile end resistance. And according to main stress distribution of pile cap, there is an obvious spatial truss effect phenomenon in it.
引用
收藏
页码：432 / +
页数：2
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