有限元法在边坡稳定性评价中的应用
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摘要
本文以瓦房店核联合泵房边坡为背景,在综合考虑地震地质因素的基础上,采用有限元法对该边坡稳定性进行了分析计算和评价,为该工程边坡设计提供了科学依据。
With the slope of combination pumping house of the nuclear power located in Wafangdian as the background,and on the basis of a comprehensive consideration of the earthquake geological factor,this paper introduces the analysis,calculation and evaluation of the slope stability with the finite element method,thereby providing a scientific support for the design of the slope.
With the slope of combination pumping house of the nuclear power located in Wafangdian as the background,and on the basis of a comprehensive consideration of the earthquake geological factor,this paper introduces the analysis,calculation and evaluation of the slope stability with the finite element method,thereby providing a scientific support for the design of the slope.
引文
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[2]黄志全．边坡工程非线性分析理论及应用．郑州：黄河水利出版社，2005，6：7～9．HUANG Zhi-quan.Nonlinear analysis theory and its application in slope engineering.Zhengzhou:Yel- low River Conservancy Press.2005,6:7-9.
[3]中国科学院武汉岩体土力学研究所．岩质边坡稳定性的试验研究与计算方法．北京：科学出版社，1981，10：1．Wuhan Rock Mass and Soil Mechanics Institute of China Science Academy.Experiment research and calculate method of rocky slope stability.Beijing: Science Press.1981,10:1.
[4]P．R．蒙菲尔德．世界核电站．北京：原子能出版社，1997，3：266～269．P.R.Mounfield.World Nuclear Power.Beijing: Atomic Energy Press.1997,3:266-269.
[5]应春豹．核电：安全清洁的能源．上海：学林出版社，1991，7：3～6．YING Chun-bao.Nuclear:safe and clean energy. Shanghai:Xuelin Press.1991,7:3～6.
[6]美国核学会．核电与环境问答．北京：原子能出版社，1985，1：4～9．American Nuclear Association.Ask and answers between nuclear and environment.Beijing:Atomic Energy Press.1985,1:4～9.
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