Rock mass assessment and corresponding TBM operation optimization for TBM tunneling at depth – a case study of Jinping II hydropower station

2013 ◽  
pp. 1788-1795
Author(s):  
L Yin ◽  
Q Gong ◽  
J Zhao
Keyword(s):  
Rock Mass ◽  
Hydropower Station ◽  
Operation Optimization ◽  
Jinping Ii Hydropower Station

Rock mass damage induced by rockbursts occurring on tunnel floors: a case study of two tunnels at the Jinping II Hydropower Station

2013 ◽  
Vol 71 (1) ◽  
pp. 441-450 ◽  
Author(s):  
Chuanqing Zhang ◽  
Xia-Ting Feng ◽  
Hui Zhou ◽  
Shili Qiu ◽  
Yanshuang Yang
Keyword(s):  
Rock Mass ◽  
Hydropower Station ◽  
Jinping Ii Hydropower Station

Characteristics of Microseismicity during Breakthrough in Deep Tunnels: Case Study of Jinping-II Hydropower Station in China

2020 ◽  
Vol 20 (2) ◽  
pp. 04019163 ◽  
Author(s):  
Guang-Liang Feng ◽  
Xia-Ting Feng ◽  
Bing-Rui Chen ◽  
Ya-Xun Xiao ◽  
Guo-Feng Liu ◽  
...  
Keyword(s):  
Hydropower Station ◽  
Jinping Ii Hydropower Station

scholarly journals Rock Mass Classification for Columnar Jointed Basalt: A Case Study of Baihetan Hydropower Station

Geofluids ◽  
2020 ◽  
Vol 2020 ◽  
pp. 1-12
Author(s):  
Shiyue Zhang ◽  
Mingjie He ◽  
Jinjian Gu ◽  
Zhihao Cui ◽  
Jian Wang ◽  
...  
Keyword(s):  
Rock Mass ◽  
Classification Scheme ◽  
Jointed Rock ◽  
Rock Mass Classification ◽  
Classification Systems ◽  
Hydropower Station ◽  
Columnar Jointed Basalt ◽  
Baihetan Hydropower Station ◽  
Mass Classification

Rock mass classification is important in preliminary design of geotechnical engineering projects. Using the columnar jointed basalt at the foundation of Baihetan Hydropower Station as an example, this paper presents a classification scheme of the columnar jointed rock. Unlike many common rock masses, an obvious characteristic of columnar jointed rock is that it is discontinuous in geometry while continuous in mechanics. Due to the inapplicability of existing rock mass classification systems, a classification scheme, combined with rock mass integrity, weak plane tightness, and permeability, is proposed. The new classification system has five grades with quantitative factors, which takes into account the features of columnar joints. As an easy-to-use scheme and case study, it would be helpful as a reference in the rock mass classification of similar problems.

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