岳城水库土坝地震反应分析
摘要
岳城水库土坝位于地震高烈度区,坝体和坝基的地震液化是影响大坝安全的重要因素之一。该文采用非线性动力有限元法对该坝典型断面进行了地震液化分析,检验了对该坝进行抗震加固的必要性,为加固工程的实施提供了依据。
引文
[1]岳城水库管理处.岳城水库工程观测资料整理分析[R].1980.
[2]钱家欢,殷宗泽.土工原理与计算[M].北京:水利水电出版社,1996．
[3]赵国藩,金伟良等.结构可靠度理论[M].北京:中国建筑工业出版社,2002．
[4]曾攀.有限元分析及应用[M].北京:清华大学出版社,2004.
[5]Seed HB, Idriss I M.Simplified procedure for evaluating soil liquefaction potential [J].Journal of Soil Mechanics and Foundation Engineering Division,1971,97 (9):1249 -1273.
[6]Idriss I M, Boulanger R W.Semi-empirical procedures for evaluating liquefaction potential during earthquakes [J].Soil Dynamics and Earthquake Engineering, 2006,(26)115-130.
[7]Seed H B.Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes[J].Journal of the Geotechnical Engineering Division,1979,105(GT2):201-255.
[8]Martin G B,Finn W D L, Seed H B.Fundamentals of liquefaction under cyclic loading [J].Journal of the Geotechnical Engineering Division, 1975,101(GT5):423-438.
[9]Seed H B,Lee K L, Idriss I M.Dynamic analysis of slide in the Lower San Fernando dam during the earthquake of Feb9,1971 [J].Journal of the Geotechnical Engineering Division,1975, 101(GT9):889-911.
[10]Andrus R D, Stokoe K HⅡ.Liquefaction resistance of soil from shear-wave velocity [J].Journal of Geotechnical and Geoenvironmental Engineering, 2000,126 (11):1015 -1025.
[11]Kumar S.Reducing liquefaction potential using dynamic compaction and construction of stone columns[J].Geotechnical and Geological Engineering,2001,19(2):169
[12]周健,白冰,徐建平.土动力学理论与计算[M].北京:中国建筑工业出版社,2001．
[2]钱家欢,殷宗泽.土工原理与计算[M].北京:水利水电出版社,1996．
[3]赵国藩,金伟良等.结构可靠度理论[M].北京:中国建筑工业出版社,2002．
[4]曾攀.有限元分析及应用[M].北京:清华大学出版社,2004.
[5]Seed HB, Idriss I M.Simplified procedure for evaluating soil liquefaction potential [J].Journal of Soil Mechanics and Foundation Engineering Division,1971,97 (9):1249 -1273.
[6]Idriss I M, Boulanger R W.Semi-empirical procedures for evaluating liquefaction potential during earthquakes [J].Soil Dynamics and Earthquake Engineering, 2006,(26)115-130.
[7]Seed H B.Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes[J].Journal of the Geotechnical Engineering Division,1979,105(GT2):201-255.
[8]Martin G B,Finn W D L, Seed H B.Fundamentals of liquefaction under cyclic loading [J].Journal of the Geotechnical Engineering Division, 1975,101(GT5):423-438.
[9]Seed H B,Lee K L, Idriss I M.Dynamic analysis of slide in the Lower San Fernando dam during the earthquake of Feb9,1971 [J].Journal of the Geotechnical Engineering Division,1975, 101(GT9):889-911.
[10]Andrus R D, Stokoe K HⅡ.Liquefaction resistance of soil from shear-wave velocity [J].Journal of Geotechnical and Geoenvironmental Engineering, 2000,126 (11):1015 -1025.
[11]Kumar S.Reducing liquefaction potential using dynamic compaction and construction of stone columns[J].Geotechnical and Geological Engineering,2001,19(2):169
[12]周健,白冰,徐建平.土动力学理论与计算[M].北京:中国建筑工业出版社,2001．
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