dynamic unloading
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2020 ◽  
Vol 24 (5) ◽  
pp. 1620-1631
Author(s):  
Liping Li ◽  
Wenfeng Tu ◽  
Zongqing Zhou ◽  
Shaoshuai Shi ◽  
Mingguang Zhang ◽  
...  

2019 ◽  
Vol 64 (2) ◽  
pp. 143-147
Author(s):  
B. P. Aduev ◽  
D. R. Nurmukhametov ◽  
A. A. Zvekov ◽  
I. Yu. Liskov ◽  
G. M. Belokurov ◽  
...  

2019 ◽  
Vol 120 (2) ◽  
pp. 421-443
Author(s):  
Liang Wu ◽  
Xiaorui Xiang ◽  
Yang Chen ◽  
Karrech Ali ◽  
Junru Zhou ◽  
...  

2019 ◽  
Vol 89 (2) ◽  
pp. 174
Author(s):  
Б.П. Адуев ◽  
Д.Р. Нурмухаметов ◽  
А.А. Звеков ◽  
И.Ю. Лисков ◽  
Г.М. Белокуров ◽  
...  

AbstractThresholds of explosive decomposition H _cr under irradiation using the first harmonic of a pulsed neodymium laser (14 ns) are experimentally determined for pentaerythritol tetranitrate (PETN) with aluminum nanoparticles (100 nm) at concentrations ranging from 0.05 to 1 wt %. Amplitudes of optoacoustic signals are measured versus concentrations of impurities in the sample at a fixed laser fluence. The experiments are performed in two regimes. In the first one, the irradiated surface of the sample is covered with a finite-weight glass plate that impedes the gas-dynamic unloading. In the second regime, an external pressure of no less than 10^7 Pa is applied to the glass plate to prevent the gas-dynamic unloading. The interpretation of the experimental effects is proven by the results of theoretical simulation.


2017 ◽  
Vol 58 ◽  
pp. 219-226 ◽  
Author(s):  
Tobias Grelle ◽  
Dietmar Wolff ◽  
Matthias Jaunich

2016 ◽  
Vol 467 (1) ◽  
pp. 275-279 ◽  
Author(s):  
V. V. Adushkin ◽  
G. G. Kocharyan ◽  
A. A. Ostapchuk

2015 ◽  
Vol 12 (03) ◽  
pp. 1550020 ◽  
Author(s):  
Jing Bi ◽  
Xiao Ping Zhou

A new numerical method, which is called the General Particle Dynamics (GPD) method, is proposed to investigate the zonal disintegration mechanism of isotropic rock masses around a deep circular tunnel subjected to dynamic unloading as well as the stress distributions. A constitutive model based on the GPD method is developed to simulate the zonal disintegration phenomenon in deep rock masses. The number and size of fractured and nonfractured zones are determined using the nonlinear unified strength criterion. It is shown from the numerical results that the dynamic loads and high in situ stress are two dominant factors for the occurrence of zonal disintegration.


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