Centrifuge Modeling of Downward Soil Arching below Excavation Base in Dry Sand-Reference-Cited by-同舟云学术

Centrifuge Modeling of Downward Soil Arching below Excavation Base in Dry Sand

Published:2024-09 Issue:9 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen Ren-peng¹^ORCID,Wu Kai²,Meng Fan-yan³^ORCID,Wang Han-Lin⁴^ORCID,Cheng Hong-zhan⁵

Affiliation:

1. Professor, Hunan Provincial Engineering Research Center for Advanced Technology and Intelligent Equipment for Underground Space Development, Hunan Univ., Changsha 410082, China (corresponding author). ORCID: .

2. Ph.D. Student, Hunan Provincial Engineering Research Center for Advanced Technology and Intelligent Equipment for Underground Space Development, Hunan Univ., Changsha 410082, China.

3. Associate Professor, Hunan Provincial Engineering Research Center for Advanced Technology and Intelligent Equipment for Underground Space Development, Hunan Univ., Changsha 410082, China. ORCID: .

4. Professor, Hunan Provincial Engineering Research Center for Advanced Technology and Intelligent Equipment for Underground Space Development, Hunan Univ., Changsha 410082, China. ORCID: .

5. Associate Professor, Hunan Provincial Engineering Research Center for Advanced Technology and Intelligent Equipment for Underground Space Development, Hunan Univ., Changsha 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12041

Reference41 articles.

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3. A study of ground movement and progressive failure caused by a deep excavation in Oxford Clay

4. Analytical approach to predict tunneling-induced subsurface settlement in sand considering soil arching effect

5. Failure Mechanisms in Sand over a Deep Active Trapdoor