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深基坑内加固与墙体侧向位移的相互影响实测分析
引用本文:黄宏伟,任臻,钱伟. 深基坑内加固与墙体侧向位移的相互影响实测分析[J]. 建筑结构, 2000, 0(11)
作者姓名:黄宏伟  任臻  钱伟
作者单位:同济大学地下系!上海200092(黄宏伟),上海黄埔江行人隧道联合发展公司!200122(任臻,钱伟)
基金项目:国家自然科学基金!资助项目 (项目编号 :5 96 0 90 0 7)
摘    要:深基坑围护墙体的侧向位移是基坑开挖与施工中首要控制的变量 ,也是基坑施工中的关键变量。针对上海市黄浦江行人隧道浦东竖井的基坑开挖 ,对坑内降水和加固的效果以及墙体侧向位移进行了分析 ,讨论了不同加固方法对改善和提高坑内土体力学参数的效果 ,及对墙体位移的影响。

关 键 词:深基坑  加固  侧向位移

Interaction Analysis on Consolidation of Soil and Lateral Deformation of Retaining Wall in Excavation Pit
Huang Hongwei Ren Zhen Qian Wei. Interaction Analysis on Consolidation of Soil and Lateral Deformation of Retaining Wall in Excavation Pit[J]. Building Structure, 2000, 0(11)
Authors:Huang Hongwei Ren Zhen Qian Wei
Affiliation:Huang Hongwei Ren Zhen Qian Wei
Abstract:The lateral deformation of retaining wall is a very important and key variable in excavation engineering.Based on the excavation engineering on Pudong shaft in Shanghai Huangpu River pedestrian tunnel,the affection of dewatering and improvement on lateral deformation of retaining wall are studied,and also,the results of improvement of soil behaviors and lateral deformation of retaining wall by using different improvement methods are discussed.
Keywords:deep excavation  improvement  lateral deformation
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