交通运输、一般工业技术 |
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盾构任意衬砌变形边界条件下复变函数弹性解 |
童磊1,2,谢康和1,卢萌盟1,王坤1 |
1.浙江大学 软弱土与环境土工教育部重点实验室,浙江 杭州 310058;2.浙江省建筑设计研究院,浙江 杭州 310006 |
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Elastic complex variables solution for general arbitrary ground
deformation of tunnels in clays |
TONG Lei1,2, XIE Kang-he1, LU Meng-meng1, WANG Kun1 |
1.MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China;
2.Zhejiang Province Institute of Architectural Design and Research, Hangzhou 310006, China |
引用本文:
童磊, 谢康和, 卢萌盟, 王坤. 盾构任意衬砌变形边界条件下复变函数弹性解[J]. J4, 2010, 44(9): 1825-1830.
TONG Lei, XIE Kang-He, LEI Meng-Meng, WANG Kun. Elastic complex variables solution for general arbitrary ground
deformation of tunnels in clays. J4, 2010, 44(9): 1825-1830.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2010.09.031
或
http://www.zjujournals.com/eng/CN/Y2010/V44/I9/1825
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