Numerical analyses of influence of overlying pit excavation on existing tunnels
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Link
http://link.springer.com/content/pdf/10.1007/s11771-008-0438-4.pdf
Reference14 articles.
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3. DOLEZALOVA M. Tunnel complex unloaded by a deep excavation[J]. Computers and Geotechnics, 2001, 28(3): 469–493.
4. SHARMA J A, HEFNY A M, ZHAO J, CHAN C W. Effect of large excavation on deformation of adjacent MRT tunnels[J]. Tunnelling and Underground Space Technology, 2001, 16: 93–98.
5. HU Z F, YUE Z Q, ZHOU J, THAM L G. Design and construction of a deep excavation in soft soils adjacent to the Shanghai Metro tunnels[J]. Canadian Geotechnical Journal, 2003, 40(5): 933–948.
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