Evaluation of the Importance of Gradually Releasing Stress Around Excavation Regions in Soil Media and the Effect of Liners Installation Time on Tunneling-Reference-Cited by-同舟云学术

Evaluation of the Importance of Gradually Releasing Stress Around Excavation Regions in Soil Media and the Effect of Liners Installation Time on Tunneling

Published:2019-12-18 Issue:2 Volume:38 Page:2213-2225
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Heidarzadeh Heisam^ORCID,Kamgar Reza^ORCID

Funder

Shahrekord University

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/s10706-019-01158-8.pdf

Reference29 articles.

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2. Afshani A, Akagi H (2015) Artificial ground freezing application in shield tunneling. Japn Geotech Soc Spec Publ 3(2):71–75. https://doi.org/10.3208/jgssp.v03.j01

3. Afshani A, Dobashi H, Komiya K, Akagi H (2014) Numerical analysis of the effect of EPB shield tunneling on soil stress-deformation behavior. JSCE J Geotech 2:224–238. https://doi.org/10.2208/journalofjsce.2.1_224

4. Aksoy CO, Ogul K, Topal I, Ozer SC, Ozacar V, Posluk E (2012) Numerical modeling of non-deformable support in swelling and squeezing rock. Int J Rock Mech Min Sci 52:61–70. https://doi.org/10.1016/j.ijrmms.2012.02.008

5. Cai M (2008) Influence of stress path on tunnel excavation response: numerical tool selection and modeling strategy. Tunn Undergr Space Technol 23(6):618–628. https://doi.org/10.1016/j.tust.2007.11.005

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