保定矿区群桩基础的沉降计算与分析  

Baoding Mining Settlement of Pile Groups Based on Calculation and Analysis

作　　者：陈静[1] 

机构地区：[1]河北软件职业技术学院智能工程系,河北保定071000

出　　处：《煤炭技术》2011年第1期125-127,共3页Coal Technology

摘　　要：群桩沉降计算是一个传统课题,对群桩的沉降计算方法也有很多,但是计算结果与实测结果相比相差很大。本文利用等代墩基法和三维弹性有限元法对保定一高层建筑进行沉降量计算,并结合保定地区地层地质特点与实测结果进行比较分析。Settlement of pile groups is a traditional subject, the method for settlement of pile grqups, there are many, but the results varied widely compared with the measured results. In this paper, and so on behalf of the pier base method and three-dimensional elastic finite element method, Baoding, a high-rise building for settlement calculations, combined with a number of stratum Baoding surrounding geological features were compared with measured results

关 键 词：群桩基础 三维弹性有限元 群桩基础沉降 

分 类 号：TU473.1[建筑科学—结构工程]