electrical power station
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2018 ◽  
Vol 12 (6) ◽  
pp. 852-857
Author(s):  
Bilikis Temitope Folarin ◽  
Temilola O. Oluseyi ◽  
Aderonke O. Oyeyiola ◽  
Kehinde O. Olayinka ◽  
Babajide I. Alo


2018 ◽  
Vol 2018 (03) ◽  
pp. 96-105
Author(s):  
Ibtihaj Abdulwahhab Abdulrazzak ◽  
◽  
Ali Abdulwahhab Abdulrazzaq ◽  


2014 ◽  
Vol 580-583 ◽  
pp. 847-850
Author(s):  
Shu Qiang Lu ◽  
Peng Zhu

The hydro-electrical power station is planned to be built on the Jinsha River. The regional geologic structure is complex. On the basis of the geological engineering conditions and rock mass quality classification, the change of wave velocity of rock mass is used to analyze systematically the control function of corrosion of calcareous sandstone over rock mass quality. The modificatory standard of rock mass quality classification and the system of rock mass quality classification in the hydroelectric station have been carried out. The main results can be taken as the basic data and the theoretical proofs to evaluate the engineering rock mass stability.



2011 ◽  
Vol 374-377 ◽  
pp. 2200-2203
Author(s):  
Shu Qiang Lu ◽  
Mo Xu ◽  
Zheng Wei He

In this paper, taking the underground cavities of Nuozadu Hydro-electrical Power Station located in Lancang River as an example, three-dimensional finite element numerical modeling technique is used to analyze systematically the distribution features secondary stress field, displacement field and failure zone in the surrounding rock mass of the underground cavities after the excavation when the surrounding rock mass quality rank change fromⅡ to IV. The influences of rock quality on excavation effects are discussed in detail.





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