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Explosion and Shock Waves
FQ: 双月
AD of Publication: 四川省绵阳市
Lanuage: 中文;
ISSN: 1001-1455
CN: 51-1148/O3
YP: 1981
Url: 中国力学学会;四川省力学学会;中物院流体物理研究所
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Explosion and Shock Waves
2019 -08
Catalog
Penetration depth of hypervelocity tungsten alloy projectile penetrating concrete target QIAN Bingwen;ZHOU Gang;LI Jin;LI Yunliang;ZHANG Dezhi;ZHANG Xiangrong;ZHU Yurong;TAN Shushun;JING Jiyong;ZHANG Zidong;Northwest Institute of Nuclear Technology;
Simulation and analysis of surface subsidence associated with the underground strong explosion XU Xiaohui;LI Jie;WANG Mingyang;College of Mechanical Engineering
A characteristic energy factor for deformation and failure of deep rock masses and its application CHEN Haoxiang;WANG Mingyang;LI Jie;State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact
Study on microcrack growth-based dynamic compressive mechanical properties in brittle rocks LI Xiaozhao;QI Chengzhi;School of Civil and Transportation Engineering
Dynamic characteristics of marble damaged by cyclic loading YU Liyuan;ZHU Zihan;MENG Qingbin;JING Hongwen;SU Haijian;HE Ming;State key laboratory for Geomechanics and Deep Underground Engineering
Effect of water cooling on microscopic damage and dynamic properties of high-temperature granite ZHU Yaoliang;YU Jin;GAO Haidong;LI Gang;ZHOU Xianqi;ZHENG Xiaoqing;Fujian Research Center for Tunneling and Urban Underground Space Engineering
Multi-scale failure mechanism analysis of layered phyllite subject to impact loading WU Renjie;LI Haibo;State Key Laboratory of Geomechanics and Geotechnical Engineering
Rate correlation and deformation of damage evolution of non-penetrating fractured rock masses DENG Zhengding;XIANG Shuai;ZHOU Jianrong;WANG Guanshi;WANG Yuemei;School of Architecture and Surveying Engineering
The elastoplastic constitutive model of rock and its numerical implementation based on unified strength theory HU Xuelong;LI Keqing;QU Shijie;School of civil and Resource Engineering
Optimal white noise coefficient in EEMD corrected zero drift signal of blasting acceleration WANG Zhiliang;CHEN Guihao;HUANG Youpeng;School of Civil and Hydraulic Engineering
Millisecond time for reducing vibration between two holes for slope blasting determined by stability coefficient of time history ZHOU Wenhai;LIANG Rui;CHEN Jinlin;ZHU Mian;CHEN Penghui;LOU Xiaoming;WANG Dunfan;School of Petrochemical Technology
Frequency and duration dependence analysis of structural blasting vibration response LIU Yijia;LU Wenbo;CHEN Ming;YAN Peng;State Key Laboratory of Water Resources and Hydropower Engineering Science
Components and attenuation of seismic waves induced by horizontal smooth blasting GAO Qidong;LU Wenbo;YANG Zhaowei;YAN Peng;CHEN Ming;State Key Laboratory of Water Resources and Hydropower Engineering Science
Review on theoretical research of penetration effects into rock-like material LI Jie;CHENG Yihao;XU Tianhan;WANG Mingyang;State Key Laboratory of Disaster Prevention and Mitigation of Explosive and Impact
Interaction between blast stress waves and cracks YANG Renshu;XU Peng;CHEN Cheng;China State Key Laboratory for Geomechanics & Deep Underground Engineering
Construction of motion and deformation field in granite under tamped explosion using wave propagation coefficient LU Qiang;WANG Zhanjiang;ZHU Yurong;DING Yang;GUO Zhiyun;Northwest Institute of Nuclear Technology;Laboratory of Intense Dynamic Loading and Effect
Effect of two parallel cracks on main propagating cracks under blasting WAN Duanying;ZHU Zheming;LIU Ruifeng;LIU Bang;MOE Key Laboratory of Deep Earth Science and Engineering
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