Shape ratio effects on the mechanical characteristics of rectangular prism rocks and isolated pillars under uniaxial compression-Reference-Cited by-同舟云学术

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Shape ratio effects on the mechanical characteristics of rectangular prism rocks and isolated pillars under uniaxial compression

Published:2022-03 Issue:2 Volume:32 Page:347-362
ISSN:2095-2686
Container-title:International Journal of Mining Science and Technology
language:en
Short-container-title:International Journal of Mining Science and Technology

Author:

Du Kun,Li Xuefeng,Su Rui,Tao Ming,Lv Shizhan,Luo Jia,Zhou Jian

Publisher

Elsevier BV

Subject

Geochemistry and Petrology,Energy Engineering and Power Technology,Geotechnical Engineering and Engineering Geology

Reference68 articles.

1. Limitations and potential design risks when applying empirically derived coal pillar strength equations to real-life mine stability problems;Frith;Int J Min Sci Technol,2019

2. Analyses and predictions of rock cuttabilities under different confining stresses and rock properties based on rock indentation tests by conical pick;Wang;Trans Nonferrous Metals Soc China,2021

3. Stochastic assessment of hard rock pillar stability based on the geological strength index system;Li;Geomech Geophys Geo-Energy Geo-Resour,2021

4. Failure properties of rocks in true triaxial unloading compressive test;Du;Trans Nonferrous Metals Soc China,2015

5. Experimental study on acoustic emission (AE) characteristics and crack classification during rock fracture in several basic lab tests.;Du;Int J Rock Mech Min Sci,2020

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2. Influence of Platen Stiffness on the Contact Stress Distribution in the Standardized Uniaxial Compression Test;Mathematics;2024-06-22

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4. Utilizing semantic-level computer vision for fracture trace characterization of hard rock pillars in underground space;Geoscience Frontiers;2024-03

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