Net distance optimization of super-large section tunnel using new elastoplastic-damage model combining tensile and shear yield modes-Reference-Cited by-同舟云学术

Net distance optimization of super-large section tunnel using new elastoplastic-damage model combining tensile and shear yield modes

Published:2021-11-27 Issue:23 Volume:14 Page:
ISSN:1866-7511
Container-title:Arabian Journal of Geosciences
language:en
Short-container-title:Arab J Geosci

Author:

Hou Fujin,Liu Cong^ORCID,Wang Kang,Yuan Zhe,Li Tao,Zhou Shen

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://link.springer.com/content/pdf/10.1007/s12517-021-08948-6.pdf

Reference24 articles.

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2. Carol I, Prat PC, Lopez CM (1997) Normal/shear cracking model: application to discrete crack analysis. J Eng Mech 123:765–773

3. Chen Q, Zhao LJ, Xie XY et al (2015) Reasonable distance for super-large section neighborhood tunnel of granite residual soil with shallow-buried bias. J Cent South Univ (Sci Technol) 46(9):3475–3480

4. Chen Y, Wang YZ, Zhang QY (2014) Coupled seepage-elastoplastic-damage analysis of saturated porous media and its application to water conveyance tunnel. Tunn Undergr Space Technol 44:80–87. https://doi.org/10.1016/j.tust.2014.07.007

5. Drucker DC, Prager W (1952) Soil mechanics and plastic analysis or limit design. Q Appl Math 10(2):157–165

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