Mechanism of the Mudstone Tunnel Failures Induced by Expansive Clay Minerals-Reference-Cited by-同舟云学术

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Mechanism of the Mudstone Tunnel Failures Induced by Expansive Clay Minerals

Published:2016-10-12 Issue:1 Volume:35 Page:263-275
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Zhang Houjiang,Adoko Amoussou Coffi,Meng Zhaojun,Wang Hao,Jiao Yuyong

Funder

National Basic Research Program of China (973 Program)

China National Natural Science Foundation

Key Research Program of the Chinese Academy of Sciences

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-016-0102-y.pdf

Reference24 articles.

1. Bell FG (1998) The geotechnical properties and behaviour of a pro-glacial lake clay, and its cementitious stabilization. Geotech Geol Eng 16(3):167–199

2. Bonini M, Debernardi D, Barla M, Barla G (2007) The mechanical behaviour of clay shales and implications on the design of tunnels. Rock Mech Rock Eng 42(2):361–388

3. Butscher C, Huggenberger P, Zechner E (2011) Impact of tunneling on regional groundwater flow and implications for swelling of clay–sulfate rocks. Eng Geol 117(3–4):198–206

4. Dominijanni A, Manassero M (2012) Modelling the swelling and osmotic properties of clay soils. Part I: the phenomenological approach. Int J Eng Sci 51:32–50

5. Farhadian H, Aalianvari A, Katibeh H (2012) Optimization of analytical equations of groundwater seepage into tunnels: a case study of Amirkabir tunnel. J Geol Soc India 80(1):96–100

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