Study on macro–micro mechanical behavior of broken rock mass using numerical tests with discrete element method-Reference-Cited by-同舟云学术

Study on macro–micro mechanical behavior of broken rock mass using numerical tests with discrete element method

Published:2022-10-11 Issue: Volume: Page:
ISSN:2196-4378
Container-title:Computational Particle Mechanics
language:en
Short-container-title:Comp. Part. Mech.

Author:

Chen Xin,Gao Wei,Hu Chengjie,Wang Chen,Zhou Cong

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Postgraduate Research & Practice Innovation Program of Jiangsu Province

Publisher

Springer Science and Business Media LLC

Subject

Computational Mathematics,Fluid Flow and Transfer Processes,Modeling and Simulation,Numerical Analysis,Civil and Structural Engineering,Computational Mechanics

Link

https://link.springer.com/content/pdf/10.1007/s40571-022-00521-6.pdf

Reference25 articles.

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3. Peng WQ, Wang WJ, Yuan C (2018) Supporting technology research in deep well based on modified terzaghi formula. Adv Civ Eng 2018:9483538. https://doi.org/10.1155/2018/9483538

4. Li C, Yin X, Xie J, Peng G (2019) The characteristics of mining induced stress fluctuations in broken rock mass over one kilometer deep coal mine. Therm Sci 23(S3):S843–S851. https://doi.org/10.2298/tsci180621119l

5. Norouzi S, Baghbanan A, Khani A (2013) Investigation of grain size effects on micro/macro-mechanical properties of intact rock using voronoi element-discrete element method approach part. Sci Technol 31(5):507–514. https://doi.org/10.1080/02726351.2013.782929

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