Experimental Study on Deformation and Passive Earth Pressure Behind Cantilever Pile Retaining Walls in Narrow Excavations-Reference-Cited by-同舟云学术

Experimental Study on Deformation and Passive Earth Pressure Behind Cantilever Pile Retaining Walls in Narrow Excavations

Published:2024-08-22 Issue: Volume: Page:
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Hu Weidong,Hu Tao,Lin Sichen,Tang Jinggan,Zhou Yibo,Hu Qisheng

Funder

Natural Science Foundation of Hunan Province

Scientific Research Foundation of Hunan Provincial Education Department

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10706-024-02912-3.pdf

Reference39 articles.

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3. Chen FQ, Lin YJ, Yang JT, Huang M (2021) Passive earth pressure of narrow cohesionless backfill against rigid retaining walls rotating about the base. Int J Geomech 21(1):06020036. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001889

4. Coulomb C. A. (1973) Essai sur une application des règles de maximis et minimis a quelques problèmes de statique relatifs a l’architecture. Imprimerie Royale, Pairs.

5. Debnath A, Pal SK (2023) Behavior of cantilever concrete diaphragm wall under sequential excavation of front-fill soil: a numerical study. In: Muthukkumaran K, Balunaini Umashankar N, Pitchumani K (eds) Earth Retaining Structures and Stability Analysis: Proceedings of the Indian Geotechnical Conference 2021 Volume 6. Springer Nature Singapore, Singapore, pp 395–407. https://doi.org/10.1007/978-981-19-7245-4_35