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软粘土地区深基坑设计中水土压力计算分析
引用本文:黄媛媛,张建新.软粘土地区深基坑设计中水土压力计算分析[J].天津城市建设学院学报,2006,12(4):251-254.
作者姓名:黄媛媛  张建新
作者单位:天津城市建设学院,土木工程系,天津,300384
摘    要:近年来,随着城市高层建筑的发展,深基坑工程的数量迅速增多,规模也不断扩大,在软土地基、高水位地区的深基坑工程方面越来越受到人们的重视.然而,目前对深基坑,特别是对超深基坑的支护理论及设计方法都还存在着认识上的不足.其中,土压力问题就是基坑设计中十分关键而又存在争议

关 键 词:深基坑  土压力  水土分算  水土合算
文章编号:1006-6853(2006)04-0251-04
收稿时间:2006-08-31
修稿时间:2006-09-11

Analysis of calculation of water-earth pressure of soft clays in design of deep foundation pit
HUANG Yuan-yuan,ZHANG Jian-xin.Analysis of calculation of water-earth pressure of soft clays in design of deep foundation pit[J].Journal of Tianjin Institute of Urban Construction,2006,12(4):251-254.
Authors:HUANG Yuan-yuan  ZHANG Jian-xin
Abstract:There is a problem of groundwater on the foundation pit project ,which affects the calculation of earth pressure in the design of foundation pit project. Now,for gravel and sandy soil, the method of separated ealcuation of earth and water pressure has been recognized. But there is a drastic debate that a choice must be made between the method of combined calculation and the method of separated calculation for low penetrative soft clays. Starting with the calculation mechanism, above calculation methods are analysed. And based on the practical foundation pit project of Shanghai , the method of amending coefficient of distribution graphics of earth pressure is presented.
Keywords:deep foundation pit  earth pressure  separated calculation of earth and water pressure  combined calculation of earth and water pressure
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