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A methodology based on strain analysis for identifying potential discontinuous deformation zones in sublevel caving mines 期刊论文  OAI收割
ENGINEERING GEOLOGY, 2020, 卷号: 279, 期号: -, 页码: 16
作者:  
Pang, Hansong;  Chen, Congxin;  Xia, Kaizong;  Deng, Yangyang;  Zhang, Chuqiang
  |  收藏  |  浏览/下载:115/0  |  提交时间:2021/05/25
Mining-induced ground deformation in tectonic stress metal mines: A case study 期刊论文  OAI收割
ENGINEERING GEOLOGY, 2016, 卷号: 210, 页码: 212-230
作者:  
Xia, Kaizong;  Chen, Congxin;  Fu, Hua;  Pan, Yucong;  Deng, Yangyang
  |  收藏  |  浏览/下载:18/0  |  提交时间:2018/06/05
A Study on the Settlement Character of High Fill Channels 会议论文  OAI收割
Xian, PEOPLES R CHINA, JAN 11-12, 2014
作者:  
Zhang, Yu;  Yu, Fei;  Chen, Shan-xiong;  Chu, Xiao-jie;  Dai, Zhang-jun
  |  收藏  |  浏览/下载:18/0  |  提交时间:2018/06/05
Study of horizontal shafting with spherical four-way structure (EI CONFERENCE) 会议论文  OAI收割
2012 International Conference on Optoelectronics and Microelectronics, ICOM 2012, August 23, 2012 - August 25, 2012, Changchun, China
作者:  
Yang L.;  Yang L.
收藏  |  浏览/下载:30/0  |  提交时间:2013/03/25
Altazimuth photoelectric theodolite level shaft U-type and T-type structure  but with the expanding field of applications of photoelectric theodolite  the horizontal shaft structure occur great changes. For example  in the marine environment  shipboard conditions  the instrument has a waterproof  corrosion-resistant  easy maintenance and other functions  while carrier-based optoelectronic devices from a single visible television configure the development of integrated infrared system and ranging system as one of the single-station measurement system  due to the spherical structure has sufficient internal space exactly adapted to this need. In this paper  the horizontal axis of a spherical four-way structure. From aspects of the spherical four-way split in the form and shafting design and finite element analysis of the detailed design. A spherical four-way horizontal axis system  diameter 550mm  weight 19kg sphere  in the 40kg load  the maximum deformation of 3.3m  fully meet the requirements. The shaft of the structure of the shaking is less than 2 arc seconds  the vibration test  the re-examination instrument accuracy change is less than 1 arc seconds. Verify that the structure is stable and reliable. 2012 IEEE.  
On the capacity and deformation of bucket foundation under dynamic loadings 会议论文  OAI收割
20th International Offshore and Polar Engineering Conference, ISOPE-2010, Beijing, China, June 20, 2010 - June 25, 2010
作者:  
Li C;  Lu XB(鲁晓兵);  Wang SY(王淑云);  Li, C.;  Li, C.
收藏  |  浏览/下载:18/0  |  提交时间:2017/06/20