scholarly journals Numerical analysis of excavation stability of transfer station of Jinan Metro

Author(s):  
Hu Li ◽  
Ruchun Wei ◽  
Henghua Zhu ◽  
Chao Jia ◽  
Hao Shang ◽  
...  
2011 ◽  
Vol 368-373 ◽  
pp. 219-224
Author(s):  
Lin Nie ◽  
De Pei Zhou

The mainly purpose of the paper is to investigate the slope excavation deformation of the rock slope at the deep-cutting valley under different load conditions. As an example of the rock slope at the intake of the sluice tunnel of Jinping hydropower station, whose slope deformation characteristics was system analyzed by numerical method during different construction conditions. The dead weight, rain, seism and theirs combination were involved in the numerical analysis. The numerical results could give a reference for the excavation stability of the high rock slope, and it is the basis to determine the reasonable construction method and to optimize the design of the strengthening and enhancing engineering.


2013 ◽  
pp. 42-49 ◽  
Author(s):  
Pamela Vocale ◽  
Michela Geri ◽  
Luca Cattani ◽  
Gian Luca Morini ◽  
Marco Spiga
Keyword(s):  

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