In situ rock stress measurement using an improved Downward Compact Conical-ended Borehole Overcoring technique

Author(s):  
K Sakaguchi ◽  
A Kizaki ◽  
K Matsuki
2012 ◽  
Vol 170-173 ◽  
pp. 1612-1617
Author(s):  
Zheng Sheng Li ◽  
Sheng Jun Miao ◽  
Fei Hua Ren

The paper takes the deep exploitation of Sanshandao gold mine as the research subject , the methods of distribution of rock structure and lithology examination, in-situ rock stress measurement, physical and mechanical tests of rock, and fuzzy mathematic prediction are used to study rockburst tendency in deep development and exploitation of the mine, which fill the gaps for the past using only one qualitative indexes of rock to judge the possibility of rock bust, and make the evaluation results more close to the objective reality.


2006 ◽  
Vol 122 (6/7) ◽  
pp. 338-344 ◽  
Author(s):  
Kiyotoshi SAKAGUCHI ◽  
Hisao YOSHIDA ◽  
Masayuki MINAMI ◽  
Masato HARA ◽  
Yasumasa SUZUKI ◽  
...  

2010 ◽  
Vol 126 (7) ◽  
pp. 418-424 ◽  
Author(s):  
Kiyotoshi SAKAGUCHI ◽  
Hideyuki TAKEDA ◽  
Koji MATSUKI

2002 ◽  
Vol 6 (3) ◽  
pp. 169-174 ◽  
Author(s):  
Seong-Seung Kang ◽  
Jun-Mo Kim ◽  
Katsuhiko Sugawara ◽  
Yuzo Obara

2013 ◽  
Vol 734-737 ◽  
pp. 759-763 ◽  
Author(s):  
Yong Li ◽  
Yun Yi Zhang ◽  
Ren Jie Gao ◽  
Shuai Tao Xie

Jixi mine area is one of the early mined areas in China and it's a typical deep mine. Because of large deformation of underground roadway and dynamic disasters occurred frequently in this mine, five measurement points of in-situ stress in this mine was measured and then analyzed with inversion. Based on these in-situ stress measurement data, numerical model of 3D in-situ stress back analysis was established. According to different stress fields, related analytical samples of neural network were given with FLAC program. Through the determination of hidden layers, hidden nodes and the setting of parameters, the network was optimized and trained. Then according to field measurement of in-situ stress, back analysis of initial stress field was conducted. Compared with field measurement, with accuracy requirement satisfied, it shows that the in-situ stress of rock mass obtained is basically reasonable. Meanwhile, it proves that the measurement of in-situ stress can provide deep mines with effective and rapid means, and also provide reliable data to optimization of deep roadway layout and supporting design.


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