Research on interaction between resistance at pile and lateral resistance of pile

被引：0
|
作者：
Zhang, Jian-Xin [1 ,2 ]
Wu, Dong-Yun [1 ]
机构：
[1] Department of Civil Engineering, Tianjin Institute of Urban Construction, Tianjin 300384, China
[2] Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment, Tianjin 300384, China
来源：
Yantu Lixue/Rock and Soil Mechanics | 2008年 / 29卷 / 02期
关键词：
Bearing capacity - Mechanics - Research;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The interaction between the resistance at pile end and the resistance of pile is researched through the indoor model test on the rock-socketed pile. The result shows that the rock stratum at the pile end influences the lateral resistance of pile; as the increase of strength of rock at the end, the lateral resistance of pile will increase; but the enhancement effect doesn't occur at the whole side of pile, only near the end of pile. Inversely a good lateral rock stratum also increases the resistance at pile end. The load-bearing capability of pile will be improved by using the interaction relationship so as to optimize the design method of pile.
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页码：541 / 544
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