首页|非对称围护结构基坑开挖影响范围及其对既有狭长基坑的影响研究

非对称围护结构基坑开挖影响范围及其对既有狭长基坑的影响研究

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为研究非对称围护结构基坑施工时,其开挖过程对周围土体和围护结构的影响范围和深度、不同开挖阶段对相邻既有狭长基坑产生叠加影响的范围和具体程度,以上海某交通枢纽基坑工程为案例,对基坑开挖过程监测数据进行分析,并借助有限元方法对新建基坑施工过程及其对既有狭长基坑的影响进行数值模拟.研究结果表明:基坑开挖对周围土体的主要影响范围约为2.2倍基坑开挖深度;围护结构深层水平位移呈现上、中部大,下部小的"勺"形,基坑开挖对围护结构的影响深度为1.6倍开挖深度;新建基坑开挖对既有基坑变形产生叠加影响,且在2坑交界处最大,使得该处变形扩大至原来的3.9倍;第1层土体开挖对既有基坑的影响范围达到既有基坑开挖面积的100%,第2~5层土体开挖的影响范围仅为既有基坑开挖面积的23.4%.研究结果可为非对称围护结构基坑工程开挖影响范围及类似围护结构设计方案提供参考.
Study on influence range of excavation of foundation pit with asymmetric envelope structure and its influence on existing narrow-long foundation pit
In order to study the influence range and depth of the excavation process on the surrounding soil and envelope structure,and the range and specific degree of the superimposed influence of different excavation stages on the adjacent nar-row-long foundation pit during the construction of foundation pit with asymmetric envelope structure,taking a transportation hub foundation pit project in Shanghai as a case,the monitoring data of the foundation pit excavation process were analyzed,and the construction process of new foundation pit and its influence on the existing narrow-long foundation pit were simulated by the finite element method. The results show that the main influence range of foundation pit excavation on surrounding soil is about 2.2 times the depth of foundation pit excavation. The deep horizontal displacement of the envelope structure presents a "spoon" shape,which is large in the upper and middle part and small in the lower part. The influence depth of foundation pit excavation on the envelope structure is 1.6 times the excavation depth. The excavation of the new foundation pit has a su-perimposed effect on the deformation of the existing foundation pit,and the greatest influence appear at the junction of the two pits,which makes the deformation there expand to 3.9 times of the original value. The influence range of soil excavation in the first layer is 100% of the excavation area of the existing foundation pit,while the influence range of soil excavation in the sec-ond to fifth layers is only 23.4% of the excavation area of the existing foundation pit. The research results can provide refer-ence for the excavation influence range of asymmetric envelope structure foundation pit engineering and similar envelope structure design schemes.

foundation pit monitoringasymmetric envelope structureinfluence rangenumerical simulationnarrow-long foundation pit

周雄、汪磊、张自强、刘书斌、侯森祥、黄金坤、张红日

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上海工程技术大学城市轨道交通学院,上海 201620

中铁二局集团(上海)建设有限公司,上海 201615

中国十七冶集团有限公司,安徽马鞍山 243000

广西交科集团有限公司,广西南宁 545705

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基坑监测 非对称围护结构 影响范围 数值模拟 狭长基坑

2024

中国安全生产科学技术
中国安全生产科学研究院

中国安全生产科学技术

CSTPCD北大核心
影响因子:1.119
ISSN:1673-193X
年,卷(期):2024.20(12)