A procedure for evaluation of slope displacement induced by the ground water level change

Author(s):  
J Deng ◽  
L Chen ◽  
X Zhang ◽  
J Kuwano ◽  
J Koseki
2012 ◽  
Vol 256-259 ◽  
pp. 499-502
Author(s):  
Guang Wei Zhao ◽  
He Wang

The rigidity and density changes of foundation soil were studied in this paper ,as well as the change rules of earthquake wave spread effect and site dynamic characters,through comprehensive wave velocity test and the computer simulation,in which the ground water level change was taken into consideration . According to the engineering examples, the effect of the fluctuation of underground water level on the site predominant period is analyzed.


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