| 注册
首页|期刊导航|岩土工程学报|单侧卸荷诱发深基坑的不对称性变形特性与机制

单侧卸荷诱发深基坑的不对称性变形特性与机制

邱滟玲 丁文其 赵腾腾 王校勇 乔亚飞

岩土工程学报2024,Vol.46Issue(1):199-206,8.
岩土工程学报2024,Vol.46Issue(1):199-206,8.DOI:10.11779/CJGE20221074

单侧卸荷诱发深基坑的不对称性变形特性与机制

Asymmetrical deformation characteristics and mechanisms of deep excavations induced by one-side unloading

邱滟玲 1丁文其 1赵腾腾 2王校勇 3乔亚飞1

作者信息

  • 1. 同济大学土木工程学院地下建筑与工程系,上海 200092||同济大学岩土及地下工程教育部重点实验室,上海 200092
  • 2. 上海城投水务工程项目管理公司,上海 200002
  • 3. 上海勘察设计研究院(集团)有限公司,上海 200093
  • 折叠

摘要

Abstract

With the advancement of urban renewal,more and more excavations are being constructed under one-side unloading condition caused by the existing adjacent ones,resulting in different deformation characteristics and mechanisms compared to those of the normal excavations.Therefore,with the support of an asymmetrical deep excavation(34.3 m)that is induced by the adjacent one-side unloading in Shanghai,the site monitoring data(i.e.deflection of diaphragm wall,soil displacement,ground surface settlement,struct axial force and earth pressure)are collected and analyzed.The asymmetrical deformation characteristics of the deep excavation induced by unilateral unloading are then summarized,followed by a discussion of the corresponding mechanisms.The results show that the one-side unloading leads to the asymmetrical deformation of diaphragm wall.The displacement at the unloaded side reduces by 76%while that at the non-unloaded side increases by 72%,resulting in an increase of more than one times of the maximum surface settlement at the non-unloaded side.All these changes are the combined results of three mechanisms,including the reduced soil pressure at the unloaded side,the horizontal movement of retaining structures,and the change of the equivalent stiffness of supports in the unloaded direction.Therefore,the asymmetrical deformation of excavations should be fully considered during their design and construction.The equivalent stiffness of supports should be determined appropriately,and the rational monitoring warning indexes should be proposed for the unloading side and non-unloading side,respectively.

关键词

深基坑/监测分析/不对称变形特性/土压力/机制

Key words

deep excavation/monitoring analysis/asymmetrical deformation characteristic/earth pressure/mechanism

分类

建筑与水利

引用本文复制引用

邱滟玲,丁文其,赵腾腾,王校勇,乔亚飞..单侧卸荷诱发深基坑的不对称性变形特性与机制[J].岩土工程学报,2024,46(1):199-206,8.

基金项目

国家自然科学基金重大项目(52090083) (52090083)

上海市晨光计划项目(20CG26) (20CG26)

上海市苏州河深隧项目横向课题 ()

岩土工程学报

OA北大核心CSTPCD

1000-4548

访问量0
|
下载量0
段落导航相关论文