Research and application of strain monitoring technology for surrounding rock of large underground cavern

2021 ◽  
Author(s):  
WanShun Wang ◽  
Xiuwen Li ◽  
Zhongjun Deng ◽  
Yufang Wang
Author(s):  
Qingwen Ren ◽  
Lei Xu ◽  
Aixi Zhu ◽  
Mingzhang Shan ◽  
Linfei Zhang ◽  
...  

1980 ◽  
Vol 1980 (300) ◽  
pp. 69-80
Author(s):  
Hiroya KOMADA ◽  
Kameichiro NAKAGAWA ◽  
Yoshihiro KITAHARA ◽  
Masao HAYASHI

2020 ◽  
Vol 165 ◽  
pp. 03025
Author(s):  
Jing Liu ◽  
Xiaomin Liu ◽  
Shengjie Di ◽  
Xi Lu

The large and medium-sized hydropower projects underground cavern group are basically in relatively integrate surrounding rock, so there are few engineering examples in layered surrounding rock with type III surrounding rocks as the main rock, and lack of successful experience. According to rock-bolted crane girder under the layered surrounding rock of a large underground power station, analyzing prototype dynamic monitoring data of the excavation, unloading and load-bearing test .The distribution of the monitoring data conforms to the normal law, and there are no large outliers, under the action of a large number of bolts, rock-bolted crane girder basically forms a good integrity with the layered surrounding rock, and the load-bearing test has no effect on the stress condition and stability condition of surrounding rock.


2016 ◽  
Vol 24 (6) ◽  
pp. e1931 ◽  
Author(s):  
Liang Ren ◽  
Tao Jiang ◽  
Dong-sheng Li ◽  
Peng Zhang ◽  
Hong-nan Li ◽  
...  

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