Volume 5 Issue 3
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Liu Handong. 1997: STUDY ON SLOPE STABILITY AT THE SITE OF XIAOSHAN POWER STATION WORKSHOP. JOURNAL OF ENGINEERING GEOLOGY, 5(3): 218-223.
Citation: Liu Handong. 1997: STUDY ON SLOPE STABILITY AT THE SITE OF XIAOSHAN POWER STATION WORKSHOP. JOURNAL OF ENGINEERING GEOLOGY, 5(3): 218-223.

STUDY ON SLOPE STABILITY AT THE SITE OF XIAOSHAN POWER STATION WORKSHOP

  • Received Date: 1998-10-29
  • Rev Recd Date: 1997-03-20
  • Publish Date: 1997-08-22
  • In this paper, the Sarma non vertical slice method and non linear finite element method are used to analyze the slope stability in Xiaoshan Power Staton at the workshop which is 176 m high and slope angle is 35as a whole. On the basis of analysis results by using the methods, the safety factor of slope is more than 1.30 which means the slope of workshop is stable in the natural state though there exits some tensile zone and plastic zone in rockmass on the slope. In consideration of the earthquake with magntude of 6.0 it is still in a limit equlibrum. But it is necessary to reinforce part of the slope in order to guarantee the workshop of Xiaoshan Power Station.
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    [3]  刘汉东.1995.岩土工程数值计算方法.郑州:黄河水利出版社.


    [4]  刘汉东.1996.水电工程边坡安全度标准研究.面向21世纪的岩石力学与工程,北京:中国科学技术出版社.


    [5]  Brown,E.T.1987.A nalytical and compututational methodsin engineering rock mechanics.New York:JohnWiley.


    [6]  A nderson M.G.1987.Slop e stab ility,New York:John W iley&Son s.

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