土木工程 |
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软土地区盾构施工沉降界限 |
梁荣柱1,2,潘金龙3,林存刚4,单华峰1,2,孙廉威1,2 |
1.浙江大学 建筑工程学院,浙江 杭州 310058;2.浙江大学 滨海和城市岩土工程研究中心,浙江 杭州 310058;3.杭州岩土工程有限公司,浙江 杭州 310014;4.宁波大学 建筑工程与环境学院,浙江 宁波 315211 |
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Settlement boundary induced by shield tunnelling in soft ground |
LIANG Rong-zhu1,2, PAN Jin-long3, LIN Cun-gang4, SHAN Hua-feng1,2, SUN Lian-wei1,2 |
1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China; 2. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China; 3.Hangzhou Geotechnical Engineering Limited Company, Hangzhou 310014, China; 4. College of Civil Construction and Environmental Engineering, Ningbo University, Ningbo 315211, China |
引用本文:
梁荣柱,潘金龙,林存刚,单华峰,孙廉威. 软土地区盾构施工沉降界限[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2014.07.002.
LIANG Rong-zhu, PAN Jin-long, LIN Cun-gang, SHAN Hua-feng, SUN Lian-wei. Settlement boundary induced by shield tunnelling in soft ground. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2014.07.002.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2014.07.002
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http://www.zjujournals.com/eng/CN/Y2014/V48/I7/1148
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