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长短桩桩筏基础相互作用系数解法及分析
引用本文:曹明,陈龙珠,陈胜立,郑建国. 长短桩桩筏基础相互作用系数解法及分析[J]. 地下空间与工程学报, 2007, 3(2): 382-388
作者姓名:曹明  陈龙珠  陈胜立  郑建国
作者单位:上海交通大学,土木工程系,上海,200240;中国联合工程公司,杭州,310012
摘    要:采用积分方程法推导出求解桩-桩、桩-土、土-土之间的相互作用系数所需要的第二类Fredholm积分方程,利用叠加原理对长短桩桩筏基础进行计算分析,通过与其它计算方法的比较验证了计算方法的正确性.并对长短桩桩筏基础的沉降、各桩以及土之间的荷载分担情况进行了分析.该方法可以用来分析大规模的长短桩桩筏基础,具有较好的工程应用前景.

关 键 词:长短桩桩筏基础  相互作用系数  荷载分担  沉降
文章编号:1673-0836(2007)02-0382-07
修稿时间:2006-12-13

An Interaction Factor Approach and Analysis for Long-Short-Pile Piled Raft Foundations
CAO Ming,CHEN Long-zhu,CHEN Sheng-li,ZHENG Jian-guo. An Interaction Factor Approach and Analysis for Long-Short-Pile Piled Raft Foundations[J]. Chinese Journal of Underground Space and Engineering, 2007, 3(2): 382-388
Authors:CAO Ming  CHEN Long-zhu  CHEN Sheng-li  ZHENG Jian-guo
Affiliation:1. Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China; 2. China United Engineering Corporation, Hangzhou 310012, China
Abstract:By the integral method the second kind Fredholm's integral equation is deduced to find the factors of pile-pile,pile-soil and soil-soil interaction.Using the principle of superposition the long-shortpile piled raft foundations are calculated.The present method is verified with other methods.Also,an analysis is made to study the long-short-pile piled raft foundation settlement,the loads shared by the individual pile and subsoil.The present method can be readily used to analyze the large piled raft foundations.
Keywords:long-short-pile piled raft foundation  interaction factor  load sharing  settlement
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