Similar material simulation test and numerical analysis of impact damage law of roadway under interaction between coal and support
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Similar material simulation test and numerical analysis of impact damage law of roadway under interaction between coal and support
Vol. 33, Issue 2, (2012)
作者机构:
1. 中国科学院力学研究所,北京,100190
2. 辽宁工程技术大学 力学与工程学院,辽宁,阜新,123000
作者简介:
基金信息:
DOI:
CLC:TD821
Online First:14 February 2012,
Published:2012
稿件说明:
移动端阅览
Lü Xiang-feng, PAN Yi-shan, TANG Ju-peng, et al. Similar material simulation test and numerical analysis of impact damage law of roadway under interaction between coal and support[J]. 2012, 33(2).
DOI:
Lü Xiang-feng, PAN Yi-shan, TANG Ju-peng, et al. Similar material simulation test and numerical analysis of impact damage law of roadway under interaction between coal and support[J]. 2012, 33(2).DOI:
Similar material simulation test and numerical analysis of impact damage law of roadway under interaction between coal and support
Adopting similar material simulation test and numerical simulation methods
the impact damage process of coal roadway under anchor bolt
U-steel and energy absorbing support are studied. The impact failure mechanism of roadway under interaction between coal and support is received. Similar material simulation and numerical results show that the impact damage laws under different support types are consistent with each other. Under impact loads
the roof sinks significant
the floor drum obvious
and the both sides have a large internal deformation; cracks expansion and through
even the coal thrown out. According to similar material simulation test and calculation results
it is shown that for different support types
different levels of impact damage
energy absorbing support has good cushioning and energy absorption characteristics
and advantages of small deformation and good stability. The test results also indicate that the energy absorbing support is better for rockburst roadway.
Numerical analysis of pile response due to braced excavation-induced soil lateral movement
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Relationship between particle micro and macro mechanical parameters of parallel-bond model
Dynamic point safety factor analysis method of seismic stability of geosynthetics reinforced soil slope
Analysis of effect of anchor on deformation and force of double-row piles
Related Author
CHEN Fu-quan
WANG Jin-wei
LIU Yu-chuan
CHEN Huai-lin
YANG Tao
RAO Yun-kang
ZHANG Zhe
WU Hong-gang
Related Institution
School of Civil Engineering, Fuzhou University
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC
China Railway Academy Co., Ltd.
School of River & Ocean Engineering, Chongqing Jiaotong University