Numerical investigation study on tensile-shear failure behavior of rock bolts in inclined strata mining tunnels-Reference-Cited by-同舟云学术

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Numerical investigation study on tensile-shear failure behavior of rock bolts in inclined strata mining tunnels

Published:2024-08 Issue: Volume:162 Page:108393
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Li Wei-teng,Wang Li-yuan,Zhang Chang-an,Yang Xiu-zhang,Mei Yu-chun,Shao Xing,Sun Bing-jun

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Publisher

Elsevier BV

Reference30 articles.

1. Evolution of a mining induced fracture network in the overburden strata of an inclined coal seam;Wei;Int. J. Min. Sci. Technol.,2012

2. Face stability analysis of a shield tunnel excavated along inclined strata;Li;Undergr. Space.,2023

3. Physical modeling of floor heave for the deep-buried roadway excavated in ten degree inclined strata using infrared thermal imaging technology;Sun;Tunn. Undergr. Space Technol.,2017

4. Numerical simulation analysis of covering rock strata as mining steep-inclined coal seam under fault movement;Ma;Trans. Nonferrous Met. Soc. Chin.,2011

5. Failure and stability analysis of deep soft rock roadways based on true triaxial geomechanical model tests;Zhu;Eng. Fail. Anal.,2022

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1. Analysis of multi-level force chain network in granite tensile fracture based on 3D-GBM;Engineering Failure Analysis;2024-12

2. Approximate analytical algorithm for pull-out resistance-displacement relationship of combined anchor system;Engineering Failure Analysis;2024-12

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