Seepage effect on progressive failure of shield tunnel face in granular soils by coupled continuum-discrete method-Reference-Cited by-同舟云学术

Seepage effect on progressive failure of shield tunnel face in granular soils by coupled continuum-discrete method

Published:2024-02 Issue: Volume:166 Page:106009
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Tu Shiqin,Li Wei,Zhang Chengping,Wang Libin,Jin Zixian,Wang Saixu

Funder

National Natural Science Foundation of China

Natural Science Foundation of Beijing Municipality

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference67 articles.

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4. Bardenhagen, S.G., Guilkey, J.E., Roessig, K.M., Brackbill, J.U., Witzel, W.M., 2001. An Improved Contact Algorithm for the Material Point Method and Application to Stress Propagation in Granular Material.

5. Goodbye, Hazen; Hello;Carrier;Kozeny-Carman. J. Geotech. Geoenvironmental Eng.,2003

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