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浙江大学学报(工学版)  2017, Vol. 51 Issue (8): 1527-1536    DOI: 10.3785/j.issn.1008-973X.2017.08.007
土木与交通工程     
上海软土地区某逆作法地铁深基坑变形
康志军1,2, 黄润秋3, 卫彬4, 谭勇1,5
1. 同济大学 地下建筑与工程系, 上海 200092;
2. 保利(成都)实业有限公司, 四川 成都 610000;
3. 成都理工大学 地质灾害防治与地质环境保护国家重点实验室, 四川 成都 610059;
4. 中铁二院 华东勘察设计有限责任公司, 上海 200023;
5. 同济大学 岩土及地下工程教育部重点实验室, 上海 200092
Deformation behaviors of deep top-down metro excavation in Shanghai soft clay
KANG Zhi-jun1,2, HUANG Run-qiu3, WEI Bin4, TAN Yong1,5
1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
2. Poly(CHENGDU) Holdings Company Limited, Chengdu 610000, China;
3. National Professional Laboratory of Geological Hazards Prevention and Geological Environment Protection, Chengdu University of Technology, Chengdu 610059, China;
4. China Railway Eryuan Engineering Group Company, East China Survey and Design limited Company, Shanghai 200023, China;
5. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
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摘要:

以上海软土地区某逆作法地铁车站深基坑项目为工程背景,通过分析现场监测数据,研究逆作法深基坑的变形性状及对周围环境的影响.研究结果发现:该基坑变形表现出显著的空间效应:中间标准段围护结构最大侧移的统计范围为(0.25%~0.45%)H,明显大于端头井的(0.10%~0.25%)H,中间标准段立柱隆起的上限为0.26%H,明显大于端头井的上限0.18%H,中间标准段开挖引起的管线沉降明显大于端头井开挖引起的管线沉降;既有地下结构对基坑变形有明显的遮拦效应,导致中间标准段西侧的围护结构侧向变形较小;基坑开挖导致邻近浅基础建筑物发生较大的沉降,甚至破坏建筑物的结构整体性,引发墙体开裂;受软土流变特性的影响,浅基础建筑物和地下管线都产生一定程度的工后沉降.

Abstract:

The measured deformation behaviors of the excavation and its influences on environment were analyzed based on field instrumentation data from a top-down excavation in Shanghai soft clay. Results showed that excavation behaviors exhibited apparent spatial corner effect. The maximum lateral wall deflections at the central standard segments were (0.25%~0.45%)H, greater than (0.10%~0.25%)H at end shafts. The upper bound of column uplifts was around 0.26%H at the central standard segments, greater than 0.18% H at end shafts. The settlements of utility pipelines near the central standard segments were greater too. The existing underground structures adjacent to the west pit side imposed apparent barrier effect on excavation deformations, i.e., relatively smaller lateral wall deflections were measured along the west pit side. Excavating induced significant settlements of adjacent buildings on shallow-foundation. The monitored wall cracking indicated that structural integrity of these buildings was damaged to different extents. Noticeable post-excavation settlements were observed at adjacent buildings and utility pipelines, due to creeping of soft clay.

收稿日期: 2016-01-28 出版日期: 2017-08-16
CLC:  TU447  
基金资助:

国家重点研发计划资助项目(2016YFC0800204);国家"973"重点基础研究发展计划资助项目(2015CB057800);国家自然科学基金资助项目(41130745).

通讯作者: 谭勇,男,教授.ORCID:0000-0003-3107-5454.     E-mail: tanyong21th@tongji.edu.cn
作者简介: 康志军(1991-),男,硕士,主要从事深基坑工程等研究.ORCID:0000-0001-5540-2494.E-mail:demfemgeo@163.com
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引用本文:

康志军, 黄润秋, 卫彬, 谭勇. 上海软土地区某逆作法地铁深基坑变形[J]. 浙江大学学报(工学版), 2017, 51(8): 1527-1536.

KANG Zhi-jun, HUANG Run-qiu, WEI Bin, TAN Yong. Deformation behaviors of deep top-down metro excavation in Shanghai soft clay. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2017, 51(8): 1527-1536.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2017.08.007        http://www.zjujournals.com/eng/CN/Y2017/V51/I8/1527

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