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桩端阻力与桩侧阻力相互作用研究
引用本文:张建新,吴东云.桩端阻力与桩侧阻力相互作用研究[J].岩土力学,2008,29(2):541-544.
作者姓名:张建新  吴东云
作者单位:1.天津城市建设学院 土木工程系,天津 300384; 2. 天津市软土特性与工程环境重点实验室 天津 300384
摘    要:以嵌岩桩为例,通过进行室内模型试验分析,研究了桩端阻力与桩侧阻力的相互作用。结果表明,桩端岩层对桩侧阻力有较大影响,表现为随着桩端岩石强度的越高,桩侧阻力有增大现象,但这种桩侧阻力的增强效应并不发生在整个桩侧,只集中在桩端附近,反过来,较好的桩侧岩层又可使桩端阻力增大。利用此种相互作用关系可提高桩的承载力,优化桩基设计。

关 键 词:嵌岩桩  桩端阻力  桩侧阻力  相互作用  
文章编号:1000-7598-(2008)02-541-04
收稿时间:2006-07-10
修稿时间:2006年7月10日

Research on interaction between resistance at pile and lateral resistance of pile
ZHANG Jian-xin,WU Dong-yun.Research on interaction between resistance at pile and lateral resistance of pile[J].Rock and Soil Mechanics,2008,29(2):541-544.
Authors:ZHANG Jian-xin  WU Dong-yun
Institution:1.Department of Civil Engineering, Tianjin Institute of Urban Construction, Tianjin 300384, China; 2. Tianjin Key Laboratory of Sofe Soil Characteristics and Engineering Environment, Tianjin 300384 China
Abstract: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.
Keywords:rock-socketed pile  resistance at pile end  lateral resistance of pile  interaction
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