Experiment and particle flow simulation of unloading induced shearing properties for jointed sandstone materials-Reference-Cited by-同舟云学术

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Experiment and particle flow simulation of unloading induced shearing properties for jointed sandstone materials

Published:2023-07 Issue: Volume:18 Page:e02012
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Yin Qian,Wu Saisai,Wu Jiangyu,Jing Hongwen,Zhang Qiang,Zhang Yuanchao

Funder

Xuzhou Science and Technology Program

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference37 articles.

1. Unloading responses of pre-flawed rock specimens under different unloading rates;Li;Trans. Nonferrous Met. Soc. China,2019

2. Damage zones induced by in situ stress unloading during excavation of diversion tunnels for the Jinping II hydropower project;Fan;Bull. Eng. Geol. Environ.,2021

3. Contributions of in-situ stress transient redistribution to blasting excavation damage zone of deep tunnels;Yan;Rock Mech. Rock Eng.,2015

4. Damage evolution mechanisms of rock in deep tunnels induced by cut blasting;Xie;Tunn. Undergr. Space Technol.,2016

5. Mechanical analysis and interpretation of excavation damage zone formation around deep tunnels within massive rock masses using hybrid finite–discrete element approach: case of Atomic Energy of Canada Limited (AECL) Underground Research Laboratory (URL) test tunnel

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental and DEM Simulation Study on the Mechanical Characteristic and Strain Energy Evolution of Longmaxi Shale under a Confining Pressure Unloading Path;Energies;2023-08-12

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