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] Tianjin Inst Urban Construct, Dept Civil Engn, Tianjin 300384, Peoples R China
[2] Tianjin Key Lab Sofe Soil Characterist & Engn Env, Tianjin 300384, Peoples R China
关键词
rock-socketed pile; resistance at pile end; lateral resistance of pile; interaction;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
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.
引用
收藏
页码:541 / 544
页数:4
相关论文
共 4 条
  • [1] JI Xiao-hui, 1996, ADV SCI TECHNOLOGY W, V16, P16
  • [2] LIU Li-min, 1984, SPECIAL STRUCTURES, P27
  • [3] Ning-zhong XI, 2000, BUILDING SCI, V16, P51
  • [4] 吴兴序, 1997, 西南交通大学学报, V32, P313