Experimental and theoretical analysis of spalling in deep hard rock tunnels with different arch structures-Reference-Cited by-同舟云学术

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Experimental and theoretical analysis of spalling in deep hard rock tunnels with different arch structures

Published:2023-10 Issue: Volume:127 Page:104054
ISSN:0167-8442
Container-title:Theoretical and Applied Fracture Mechanics
language:en
Short-container-title:Theoretical and Applied Fracture Mechanics

Author:

Peng Kang,Yi Guansheng,Wang Yuanmin,Luo Song,Wu Hao

Funder

Science Fund for Distinguished Young Scholars of Hunan Province

National Natural Science Foundation of China

Science and Technology Program of Hunan Province

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Condensed Matter Physics,General Materials Science

Reference59 articles.

1. Rockburst assessment in deep geotechnical conditions using true-triaxial tests and data-driven approaches;Shirani Faradonbeh;Int. J. Rock Mech. Min. Sci.,2020

2. Quantitative evaluation of rockburst proneness for surrounding rocks considering combined effects of the structural plane and excavation disturbance;Dai;Tunn. Undergr. Space Technol.,2023

3. Dilation and spalling in axially compressed beams subjected to bending;Cho;Rock Mech. Rock Eng.,2010

4. Excavation damaged zone division and time-dependency deformation prediction: a case study of excavated rock mass at Xiaowan Hydropower Station;Bao;Eng. Geol.,2020

5. Evaluation of energy storage and release potentials of highly stressed rock pillar from rockburst control perspectives;Luo;Int. J. Rock Mech. Min. Sci.,2023

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1. Spalling characteristics of sandstone containing rectangle hole with gradient cavity height: An experimental and DEM numerical study;Theoretical and Applied Fracture Mechanics;2024-10

2. Experimental investigation on progressive damage and failure mechanism of deep hard-rock tunnels subjected to cyclic loading;Theoretical and Applied Fracture Mechanics;2024-10

3. Numerical simulation on the load-bearing capacity of CFRP-strengthened concrete arches;Case Studies in Construction Materials;2024-07

4. Failure process and characteristics of deep concrete-supported arch tunnel under true-triaxial stress;Theoretical and Applied Fracture Mechanics;2024-04

5. Spalling failure and fracturing of brittle sandstone containing rectangular cavity based on biaxial compression test and discrete element method;Engineering Failure Analysis;2024-04

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