地震作用下边坡稳定性分析方法
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摘要
地震引起的滑坡已成为大地震引起的严重次生灾害现象,如2008年汶川地震引起的滑坡灾害.本文对地震作用下边坡稳定性分析的研究现状及特点进行了分析总结.地震边坡稳定性分析方法总体上可分为定性分析和定量分析两类.本文分别从工程地质与灾害调查分析、灾害调查与地震烈度及地震动参数的统计分析、简化模型理论分析、数值计算分析和模型试验分析等方面,介绍了相应边坡稳定性分析理论和方法的提出及其沿革,分析了不同理论和方法的特点及适应性,并进一步提出了相关研究存在的问题和发展趋势.
Landslides caused by earthquake have become a serious disaster phenomenon of earthquake-induced,such as the landslides caused by 2008 Wenchuan earthquake.In this paper,the research status quo and property of slope stability analysis under seismic loading are analyzed and summarized.The stability analysis methods of slope in general can be divided into two categories,qualitative analysis and quantitative analysis.From the aspects of engineering geological analysis and disaster investigation,statistical analysis of disasters and seismic intensity and ground motion parameters,theoretical analysis of simplified model,numerical analysis and model test analysis,etc.,the paper introduces the development of corresponding theories and methods of slope stability analysis,analyzes the properties and adaptability of the corresponding theories and methods,and further puts forward the existing problems and development trend of the research.
Landslides caused by earthquake have become a serious disaster phenomenon of earthquake-induced,such as the landslides caused by 2008 Wenchuan earthquake.In this paper,the research status quo and property of slope stability analysis under seismic loading are analyzed and summarized.The stability analysis methods of slope in general can be divided into two categories,qualitative analysis and quantitative analysis.From the aspects of engineering geological analysis and disaster investigation,statistical analysis of disasters and seismic intensity and ground motion parameters,theoretical analysis of simplified model,numerical analysis and model test analysis,etc.,the paper introduces the development of corresponding theories and methods of slope stability analysis,analyzes the properties and adaptability of the corresponding theories and methods,and further puts forward the existing problems and development trend of the research.
引文
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黄润秋,李为乐.2008.“5·12”汶川大地震触发地质灾害的发育分布规律研究[J].岩石力学与工程学报,27(12):2585-2592.Huang R Q,Li W L.2008.Research on development and distribution rules of geohazards induced by Wenchuan earthquake on 12th May,2008[J].Chinese Journal of Rock Mechanics and Engineering,27(12):2585-2592(in Chinese).
李果,黄润秋,巨能攀,赵建军.2011.软弱基座型滑坡震裂机理研究[J].工程地质学报,19(5):712-718.Li G,Huang R Q,Ju N P,Zhao J J.2011.Earthquake cracking mechanism of landslide with soft foundation[J].Journal of Engineering Geology,19(5):712-718(in Chinese).
李红军,迟世春,钟红,林皋.2007.考虑时程竖向加速度的Newmark滑块位移法[J].岩土力学,28(11):2385 2390.Li H J,Chi S C,Zhong H,Lin G.2007.Effects of vertical acceleration time-histories on Newmark sliding block analyses[J].Rockand Soil Mechanics,28(11),2385-2390(in Chinese).
廖振鹏.2002.工程波动理论导论[M].第二版.北京:科学出版社:156-181.Liao Z P.2002.Introduction to Wave Motion Theories in Engineering[M].2nd ed.Beijing:Science Press:156-181(in Chinese).
林宇亮,杨果林,钟正.2012.不同压实度铁路路堤边坡地震响应振动台试验研究[J].岩土力学,33(11):3285-3291.Lin Y L,Yang G L,Zhong Z.2012.Shaking table test on seismic response of railway embankment slopes with different compaction degrees[J].Rock and Soil Mechanics,33(11):3285-3291(in Chinese).
刘汉龙,费康,高玉峰.2003.边坡地震稳定性时程分析方法[J].岩土力学,24(4):553-556.Liu H L,Fei K,Gao Y F.2003.Time history analysis method of slope seismic stability[J].Rockand Soil Mechanics,24(4):553-556(in Chinese).
刘红帅,唐立强,薄景山,刘德东.2009.确定岩质边坡地震安全系数的新方法[J].哈尔滨工程大学学报,30(9):1007-1011.Liu H S,Tang L Q,Bo J S,Liu D D.2009.New method for determining the seismic safety factor of a rock slope[J].Journal of Harbin Engineering University,30(9):1007-1011(in Chinese).
刘晶波,谷音,杜义欣.2006.一致粘弹性人工边界及粘弹性边界单元[J].岩土工程学报,28(9):1070-1075.Liu J B,Gu Y,Du Y X.2006.Consistent viscous-spring artificial boundaries and viscous-spring boundary elements[J].Chinese Journal of Geotechnical Engineering,28(9):1070-1075(in Chinese).
刘立平,雷尊宇,周富春.2001.地震边坡稳定分析方法综述[J].重庆交通学院学报,20(3):83-88.Liu L P,Lei Z Y,Zhou F C.2001.The evaluation of seismic slope stability analysis methods[J].Journal of Chongqing Jiaotong University,20(3):83-88(in Chinese).
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