Time effect and prediction of broken rock bulking coefficient on the base of particle discrete element method-Reference-Cited by-同舟云学术

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Time effect and prediction of broken rock bulking coefficient on the base of particle discrete element method

Published:2021-07 Issue:4 Volume:31 Page:643-651
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:

Meng Fanfei^ORCID,Pu Hai,Sasaoka Takashi,Shimada Hideki,Liu Sifei,K.M Dintwe Tumelo,Sha Ziheng

Funder

National Natural Science Foundation of China

Kyushu University

China Scholarship Council

Publisher

Elsevier BV

Subject

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

Reference43 articles.

1. Simulation of recovery of upper remnant coal pillar while mining the ultra-close lower panel using longwall top coal caving;Feng;Int J Min Sci Technol,2020

2. Compaction characteristics of the caving zone in a longwall goaf: a review;Zhang;Environ Earth Sci,2019

3. Research on evaluation and control technology of coal pillar stability based on the fracture digitization method;Liu;Measurement,2020

4. A conceptual model to characterize and model compaction behavior and permeability evolution of broken rock mass in coal mine gobs;Fan;Int J Coal Geol,2017

5. Compressive deformation characteristics of crushed sandstone based on multiple experimental factors;Sun;Arch Min Sci,2020

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1. A calibration framework for DEM models based on the stress‒strain curve of uniaxial compressive tests by using the AEO algorithm and several calibration suggestions;Computational Particle Mechanics;2024-09-13

2. The Influence of Grain Size Gradation on Deformation and the Void Structure Evolution Mechanism of Broken Rock Mass in the Goaf;Applied Sciences;2024-08-02

3. Study of Slope Stability of the Mining Wall in an Open-Pit Coal Mine by the Paste Cut-and-Backfill Method;Applied Sciences;2024-07-15

4. Meso/Microscale Parameter Correlation Model of Sandstone Based on the Hoek–Brown Criterion and Parallel Bond Model;International Journal of Geomechanics;2024-07

5. Discrete element method simulation of granular materials considering particle breakage in geotechnical and mining engineering: A short review;Green and Smart Mining Engineering;2024-06

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