斜坡地震稳定性研究的若干问题
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摘要
强震通常会诱发斜坡灾害,并造成重大的人员伤亡和经济损失,斜坡地震稳定性评价研究是当前岩土工程和防灾减灾领域研究的热点问题之一。本文总结了斜坡在地震作用下稳定性评价的研究历史和现状;评述了静力分析方法的发展历史和存在的问题,归纳了动力分析法的发展历程和最新的研究成果。在此基础上,提出了当前斜坡地震稳定性研究领域亟需解决的10个基础问题。主要包括滑坡形成的地质条件、斜坡原始地形恢复方法、滑带土基本特征、输入地震动的确定、地震动入射方向对斜坡稳定性的影响、地震滑坡地震动场的反演、土体地震流滑形成机理和预测方法、斜坡地震稳定性可靠性分析、滑坡灾害风险分析以及快速评估方法等。开展这些基础问题的研究对推动斜坡地震稳定性研究有重要的理论意义和工程价值。
Strong earthquakes usually induce slope disasters, which result in heavy casualties and economic losses. The study of slope seismic stability evaluation is one of the hottest issues in the field of geotechnical engineering and disaster prevention and reduction. In this paper,the history and current status of slope seismic stability research is summarized, the development history and main problems of static analysis methods is reviewed, the development history of dynamic analysis methods and the latest research results is summarized. On this basis, 10 basic problems that need to be solved in the current research on seismic slope stability are put forward. It mainly includes the geological conditions of earthquake landslide formation, the restoration of landslide original terrain, the basic characteristics of landslide soil, the determination of input ground motion, the influence of ground motion incident direction on slope stability, and the inversion of seismic landslide(group) ground motion field, formation mechanism and prediction method of seismic slip, reliability analysis of slope seismic stability, landslide hazard risk analysis and rapid assessment methods. Researching on these basic issues has important theoretical and engineering value for promoting research work in this field.
Strong earthquakes usually induce slope disasters, which result in heavy casualties and economic losses. The study of slope seismic stability evaluation is one of the hottest issues in the field of geotechnical engineering and disaster prevention and reduction. In this paper,the history and current status of slope seismic stability research is summarized, the development history and main problems of static analysis methods is reviewed, the development history of dynamic analysis methods and the latest research results is summarized. On this basis, 10 basic problems that need to be solved in the current research on seismic slope stability are put forward. It mainly includes the geological conditions of earthquake landslide formation, the restoration of landslide original terrain, the basic characteristics of landslide soil, the determination of input ground motion, the influence of ground motion incident direction on slope stability, and the inversion of seismic landslide(group) ground motion field, formation mechanism and prediction method of seismic slip, reliability analysis of slope seismic stability, landslide hazard risk analysis and rapid assessment methods. Researching on these basic issues has important theoretical and engineering value for promoting research work in this field.
引文
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[18] 祝玉学. 边坡可靠性分析[M]. 北京:冶金工业出版社, 1993. ZHU Yuxue. The Reliability Analysis of Slope[M]. Beijing: Metallurgical Industry Press, 1993. (in Chinese)
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[20] Kvamer L S. Geotechnicl Earthquake Engineering[M]. Inc. U. S. A.: Pretic-Hall, 1966: 423-462.
[21] Terzaghi K. Mechanism of landslides[J]. Application of Geology to Engineering Practice, 1950, 3(1): 83-123.
[22] Newmark N M. Effects of earthquakes on dams and embankments[J]. Geotechnique, 1965, 15(2): 139-160.
[23] 刘立平, 雷尊宇, 周富春. 地震边坡稳定分析方法综述[J]. 重庆交通大学学报: 自然科学版, 2001, 20(3): 83-88.LIU Liping, LEI Zunyu, ZHOU Fuchun. The evaluation of seismic slope stability analysis methods[J]. Journal of Chongqing Jiaotong University: Natural Science, 2001, 20(3): 83-88. (in Chinese)
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