The effects of staggered and non-staggered joints on the ultimate bearing capacity, load settlement behavior, and failure mechanism with the change of excavation depths-Reference-Cited by-同舟云学术

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The effects of staggered and non-staggered joints on the ultimate bearing capacity, load settlement behavior, and failure mechanism with the change of excavation depths

Published:2025-01 Issue:1 Volume:4 Page:100154
ISSN:2773-2304
Container-title:Rock Mechanics Bulletin
language:en
Short-container-title:Rock Mechanics Bulletin

Author:

Biswas Argha,Singh Aditya^ORCID,Singh Mahendra

Funder

Ministry of Education, India

Publisher

Elsevier BV

Reference45 articles.

1. Earth Pressure on an Excavation Wall in Rock Mass;Adedokun;KSCE J. Civ. Eng.,2020

2. Failure of jointed rock masses by kink zone instability: an important and dangerous mode of rupture;Archambault,1993

3. New physical model to study tunnels insqueezing clay-rich rocks;Arora;Geotech. Test l.,2021

4. An experimental study on ultimate bearing capacity of a foundation in anisotropic rock masses;Bindlish;Rock Mech Tunnel Technol,2012

5. On physically similar systems; illustrations of the use of dimensional equations;Buckingham;Phys Rev,1914

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