Influence of internal characteristic length scale on dynamic crack propagating mechanism in rock materials
|更新时间:2026-06-25
|
Influence of internal characteristic length scale on dynamic crack propagating mechanism in rock materials
Vol. 31, Issue S1, (2010)
作者机构:
1. 北京科技大学 土木与环境工程学院,北京,100083
2. 中国矿业大学 煤炭资源与安全开采国家重点实验室,北京,100083
3. 中国石油大学(北京)机械与储运工程学院,北京,102249
作者简介:
基金信息:
DOI:
CLC:TD315
Online First:09 September 2010,
Published:2010
稿件说明:
移动端阅览
LIU Cai-ping, JU Yang, DUAN Qing-quan. Influence of internal characteristic length scale on dynamic crack propagating mechanism in rock materials[J]. 2010, 31(S1).
DOI:
LIU Cai-ping, JU Yang, DUAN Qing-quan. Influence of internal characteristic length scale on dynamic crack propagating mechanism in rock materials[J]. 2010, 31(S1).DOI:
Influence of internal characteristic length scale on dynamic crack propagating mechanism in rock materials
Analysis of strength heterogeneity in microbially induced mineralization-treated uranium tailings sand: experiment and simulation
Coupling mechanism of seepage and heat transfer in rock fracture based on physics-informed neural networks
Discrete element simulation of aging effect of chemical weathering on rock
Fractional nonlinear creep constitutive model of salt rock
Modeling initiation and propagation of main and secondary cracks of rock under combined compression and shear loading using extended finite element method
Related Author
WU Ling-ling
HU Su-cheng
HUANG Mei-zhong
HU Lin
TIAN Ya-kun
ZHENG Huai-miao
YU Qing
WEI Chang-fu
Related Institution
School of Resource Environment and Safety Engineering, University of South China
Hunan Province Engineering Research Center for Disaster Prediction and Control on Mining Geotechnical Engineering
Jinan Rail Transit Group Construction Investment Co., Ltd.
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences