Study on the failure mechanism of deep roadways considering gradient stress and the control technology of CFST supports-Reference-Cited by-同舟云学术

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Study on the failure mechanism of deep roadways considering gradient stress and the control technology of CFST supports

Published:2024-06-05 Issue: Volume: Page:1-13
ISSN:1537-6494
Container-title:Mechanics of Advanced Materials and Structures
language:en
Short-container-title:Mechanics of Advanced Materials and Structures

Author:

Shan Ren Liang¹,Liu Dong¹,Wang Hai Long¹²,Zhao Yan²,Zhao Xin Peng¹,Li Yong Zhen¹,Wei Yong Hui¹

Affiliation:

1. School of Mechanics and Civil Engineering, China University of Mining & Technology (Beijing), Beijing, China

2. Hebei Provincial Key Laboratory of Civil Engineering Diagnosis, Reconstruction and Disaster Resistance, Hebei University of Architecture, Hebei, China

Funder

National Natural Science Foundation of China

Hebei Provincial Higher Education Institutions Scientific Research Project

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15376494.2024.2357266

Reference39 articles.

1. Instability mechanism and coupling support technology of full section strong convergence roadway with a depth of 1350 m;Zhan Q.;Eng Fail Anal,2022

2. A case study on large deformation failure mechanism of deep soft rock roadway in Xin'An coal mine, China

3. Failure mechanism of continuous large deformation and a novel pressure relief control technology on the two sides of deep coal roadway;Xie S.;Eng Fail Anal,2023

4. Study on deformation failure mechanism and support technology of deep soft rock roadway

5. Three-dimensional damage and rupture patterns of different thicknesses of rock mass with open joints under blast loading;Wang Y.;Mech Adv Mater Struc,2024

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