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复杂粘性土层深基坑挡土桩受力分析
引用本文:周炜.复杂粘性土层深基坑挡土桩受力分析[J].安全与环境工程,2003,10(2):61-63,66.
作者姓名:周炜
作者单位:深圳市海翔房地产开发有限公司,深圳,518018
摘    要:针对目前桩锚式支护计算方法的局限性,对复杂土层中下端固定的锚定式挡土桩作了受力分析,并编写了计算机程序,适用于处理深基坑支护中的分层土(砂土、粘性土)、有超载、存在地下水等各种复杂土层。

关 键 词:深基坑  锚杆  桩锚支护  粘性土
文章编号:1671-1556(2003)02-0061-03

The Force Analysis of Retaining Pile in Deep Foundation Pit in Complex Stratified Cohesive Soil
ZHOU Wei.The Force Analysis of Retaining Pile in Deep Foundation Pit in Complex Stratified Cohesive Soil[J].Safety and Environmental Engineering,2003,10(2):61-63,66.
Authors:ZHOU Wei
Abstract:In view of the limitations of the present calculating method of pile wall retaining, this paper analyzed anchored retaining pile with a fix end in the complex stratified soil, and composed a computer program which can deal with such situations as multi-layer soils, or soils with overloading and underground water in the deep foundation pit.
Keywords:deep foundation pit  anchor bar  pile-anchor retaining  cohesive soil
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