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CAS IR Grid
机构
武汉岩土力学研究所 [3]
力学研究所 [1]
长春光学精密机械与物... [1]
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OAI收割 [5]
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会议论文 [3]
期刊论文 [2]
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2020 [1]
2016 [1]
2014 [1]
2012 [1]
2010 [1]
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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
Sublevel caving
Discontinuous deformation zone
Cracking
Tensile crack
Horizontal ground strain
Break angle
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
Underground mining
Ground deformation
Time-displacement curve
Horizontal to vertical displacement ratio
In situ stress
Structural plane
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
high fill channels
settlement
post-construction settlement
horizontal displacement
slope deformation
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
Bucket foundation
Capacity degradation
Dynamic loading
Dynamic loadings
Horizontal deformation
Non-linear
Numerical models
Spring model
Vertical deformation