Physical Model Test and Numerical Simulation Study of Deformation Mechanism of Wall Rock on Open Pit to Underground Mining

2014 ◽  
Vol 27 (11 (B)) ◽  
2011 ◽  
Vol 117-119 ◽  
pp. 647-651
Author(s):  
Chuan Qi Li ◽  
Wei Wang ◽  
Jie Gong ◽  
Xin Lai Zhao

Physical and numerical model studies were performed in order to study the flow conditions for the proposed pump station of Shuangwangcheng reservoir, Shouguang Ctiy. The flow velocity and the pressure distribution in the bidirectional culvert of Shuangwangcheng Pump Station had been obtained by hydraulic model test and numerical simulation. The physical model was constructed to a Froude scale of 1:20. A general conclusion was that, the computed results were good agreement with the data measured in physical model, and could be good complement for physical model test. Furthermore, negative pressure existing in discharge steep culvert in the initial scheme design was eliminated by moving the culvert controlling gate to the end of culvert in the modified scheme, and the flow conditions was improved.


2012 ◽  
Vol 588-589 ◽  
pp. 1781-1785
Author(s):  
Li Ping Zhao ◽  
Jian Qiu Zhang ◽  
Lei Chen ◽  
Xuan Xie ◽  
Jun Qiang Cheng

Studying the hydrodynamic characteristics of the sloping breakwater of circular protective facing by physical model test and taking a numerical simulation analysis of current field around the circular protective facing with holes under wave action by FLOW—3D.


2021 ◽  
Vol 31 (2) ◽  
pp. 291-302
Author(s):  
Xiaoming Sun ◽  
Chengwei Zhao ◽  
Yong Zhang ◽  
Feng Chen ◽  
Shangkun Zhang ◽  
...  

Author(s):  
Kunpeng Gao ◽  
Guoxiang Yang ◽  
Nengxiong Xu

Strata and surface movement induced by mining under open-pit final slope is a huge threat to mine safety. Physical model test is an important method to study mining-induced strata and surface movement laws. Because of rock joints predominantly control rock mass deformation and failure, thus physical model test leaving out of consideration of rock joints is difficult to reflect the influence of rock joints on rock mass deformation. Therefore, this paper presents a three-dimensional physical model test considering simplified dominant rock joints. This test process includes the design of testing equipment, the construction of physical model with dominant rock joint sets, conduction of mining and deformation monitoring. And mining under eastern final slope of Yanqianshan iron mine was selected as a case to study the behavior of mining-induced strata and surface movement.


2020 ◽  
Vol 195 ◽  
pp. 106660 ◽  
Author(s):  
Rong Wan ◽  
Qinglong Guan ◽  
Zengguang Li ◽  
Fuxiang Hu ◽  
Shuchuang Dong ◽  
...  

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