2019 Vol. 39, No. 8

2019, 39(8): 1-2.
Abstract:
Invited Article & General Review
Review on theoretical research of penetration effects into rock-like material
LI Jie, CHENG Yihao, XU Tianhan, WANG Mingyang
2019, 39(8): 081101. doi: 10.11883/bzycj-2019-0286
Abstract:
In recent years, as the developing of hyper-velocity weapons, the research emphasis of penetration effects is shifting from high-velocity penetration to hyper-velocity penetration. With the increasing of impact velocity of projectiles, the penetratio...
Interaction between blast stress waves and cracks
YANG Renshu, XU Peng, CHEN Cheng
2019, 39(8): 081102. doi: 10.11883/bzycj-2018-0480
Abstract:
In this paper we investigated the interaction mechanism between blast stress waves and cracks, and examined the variation of the dynamic characteristics of prefabricated horizontal static crack and horizontal motion crack produced by a split-tube hol...
A characteristic energy factor for deformation and failure of deep rock masses and its application
CHEN Haoxiang, WANG Mingyang, LI Jie
2019, 39(8): 081103. doi: 10.11883/bzycj-2019-0191
Abstract:
As high elastic strain energy is stored in deep rock masses with high geo-stress, the initial equilibrium state in rock masses is broken as a result of excavation and explosion, thus forming the unbalanced force and energy field forms. The deformatio...
Impact Dynamics
Study on microcrack growth-based dynamic compressive mechanical properties in brittle rocks
LI Xiaozhao, QI Chengzhi
2019, 39(8): 083101. doi: 10.11883/bzycj-2019-0078
Abstract:
The dynamic microcrack growth has a great influence on the macroscopic dynamic mechanical properties of brittle rocks under dynamic compressive loadings. However, the relationships between dynamic microcrack growth and macroscopic dynamic mechanical ...
Dynamic characteristics of marble damaged by cyclic loading
YU Liyuan, ZHU Zihan, MENG Qingbin, JING Hongwen, SU Haijian, HE Ming
2019, 39(8): 083102. doi: 10.11883/bzycj-2019-0164
Abstract:
The rock mass will bear the cyclic loading during the construction of underground engineering. Mechanical properties of the damaged rock mass under disturbance of cyclic loading are important for supporting capacity of the surrounding rock. Moreover,...
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
2019, 39(8): 083103. doi: 10.11883/bzycj-2019-0140
Abstract:
In order to use the measured particle velocities from spherical wave experiment to analyze the motion and deformation characteristics of medium under underground explosion, a new method for constructing the motion and deformation field for undergroun...
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
2019, 39(8): 083104. doi: 10.11883/bzycj-2019-0169
Abstract:
The microscopic damage and dynamic mechanical properties of high-temperature granite after water cooling were studied through wave velocity test, nuclear magnetic resonance (NMR) test, split Hopkinson pressure bar (SHPB) impact test and scanning elec...
Effect of two parallel cracks on main propagating cracks under blasting
WAN Duanying, ZHU Zheming, LIU Ruifeng, LIU Bang
2019, 39(8): 083105. doi: 10.11883/bzycj-2019-0008
Abstract:
There are many cracks inside the rock mass. In this paper, taking a pair of parallel cracks as an example, we studied the effect of two parallel cracks on the main crack’s propagation behavior and investigated the relationship of the main crack’s ext...
Multi-scale failure mechanism analysis of layered phyllite subject to impact loading
WU Renjie, LI Haibo
2019, 39(8): 083106. doi: 10.11883/bzycj-2019-0187
Abstract:
The dynamic compressive strength characteristics and macroscopic failure modes of layered phyllite are carried out by the Split Hopkinson Pressure Bar. The micromorphology of fracture surface was obtained by 3D laser instrument, and the fractal geome...
Rate correlation and deformation of damage evolutionof non-penetrating fractured rock masses
DENG Zhengding, XIANG Shuai, ZHOU Jianrong, WANG Guanshi, WANG Yuemei
2019, 39(8): 083107. doi: 10.11883/bzycj-2018-0391
Abstract:
The non-penetrating fractured rock mass is the main form of rock mass in nature, and the geometric features of its fractures play a remarkable role in its strength and deformation. Its strain rate also has a significant rate dependence on its damage ...
The elastoplastic constitutive model of rock and its numerical implementation based on unified strength theory
HU Xuelong, LI Keqing, QU Shijie
2019, 39(8): 083108. doi: 10.11883/bzycj-2019-0044
Abstract:
Based on the theory of elastoplastic mechanics, the rock elastoplastic constitutive model considering hardening/softening behavior and strain rate effect is established with the uniform strength criterion as the yield criterion. Fortran language was ...
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
2019, 39(8): 083301. doi: 10.11883/bzycj-2019-0141
Abstract:
In this paper we carried out experiments using two-stage light gas gun with Gram-grade cylindrical tungsten alloy projectiles, impacting concrete targets at velocity from 1.82 km/s to 3.66 km/s ton investigate the cratering mechanism of concrete targ...
Experimental Techniques & Numerical Methods
Optimal white noise coefficient in EEMD corrected zero drift signal of blasting acceleration
WANG Zhiliang, CHEN Guihao, HUANG Youpeng
2019, 39(8): 084201. doi: 10.11883/bzycj-2019-0154
Abstract:
To reduce the deviation of vibration signals effectively and improve the reliability of the data, the method of combining the ensemble empirical mode decomposition (EEMD) and the processing of high and low frequency is first applied to correct the ac...
Simulation and analysis of surface subsidence associated with the underground strong explosion
XU Xiaohui, LI Jie, WANG Mingyang
2019, 39(8): 084202. doi: 10.11883/bzycj-2019-0167
Abstract:
It is very important to monitor and evaluate the clandestine nuclear tests using the surface displacements such as subsidence craters induced by the underground nuclear explosion. Based on the similarity theory of the process of subsidence crater for...
Applied Explosion Mechanics
Components and attenuation of seismic wavesinduced by horizontal smooth blasting
GAO Qidong, LU Wenbo, YANG Zhaowei, YAN Peng, CHEN Ming
2019, 39(8): 085201. doi: 10.11883/bzycj-2018-0280
Abstract:
In this paper, using polarization analysis, we characterized the seismic waves induced by the horizontal smooth blasting in a group of onsite blasting experiments, presenting interpretation of wave components and offering comparison of attenuation ch...
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
2019, 39(8): 085202. doi: 10.11883/bzycj-2018-0337
Abstract:
In the present study we found out about the optimum millisecond time for reducing vibration in hole-by-hole blasting, on the basis of an actual slope detonation work. At first we constructed a two-dimensional static model using ANSYS and determined t...
Frequency and duration dependence analysis of structural blasting vibration response
LIU Yijia, LU Wenbo, CHEN Ming, YAN Peng
2019, 39(8): 085203. doi: 10.11883/bzycj-2019-0142
Abstract:
It is helpful to blasting parameter design and blasting vibration safety evaluation to make clear the dependence of blasting vibration response on frequency and duration. The relationship between single-delay blasting vibration, multi-delay blasting ...
Relevant
2019, 39(8): 089101. doi: 11883/bzycj-2019-0000
Abstract: