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斜坡滑动失稳演化的非线性机制与过程研究进展
引用本文:秦四清,王思敬. 斜坡滑动失稳演化的非线性机制与过程研究进展[J]. 地球与环境, 2005, 33(3): 75-82
作者姓名:秦四清  王思敬
作者单位:中国科学院地质与地球物理研究所,北京,100029
基金项目:国家重点基础研究发展计划(973计划)
摘    要:文章对非线性动力学系统(NDS)理论在斜坡稳定性(岩石平面滑动斜坡和圆弧滑动土坡)和滑坡预报方面的研究进展作了评述,内容包括:滑面介质本构方程、失稳判据、水的作用机制、蠕变三阶段的理论解释、滑坡物理预报模型、预报指标与混沌模型的建立等,最后指出了进一步研究的方向与课题。

关 键 词:斜坡失稳  滑坡预报  非线性  突变  混沌,刚度比
文章编号:1672-9250(2005)03-0075-08
收稿时间:2005-06-21
修稿时间:2005-07-07

ADVANCES IN RESEARCH ON NONLINEAR EVOLUTIONARY MECHANISMS AND PROCESS OF INSTABILIZATION OF PLANAR-SLIP SLOPE
QIN Si-qing,WANG Si-jing. ADVANCES IN RESEARCH ON NONLINEAR EVOLUTIONARY MECHANISMS AND PROCESS OF INSTABILIZATION OF PLANAR-SLIP SLOPE[J]. Earth and Environment, 2005, 33(3): 75-82
Authors:QIN Si-qing  WANG Si-jing
Affiliation:Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China
Abstract:Advances in applying the nonlinear dynamic system (NDS) to the stability evaluation of slopes (rock planar-slip slope and soil circular-slip slope) and prediction of landslides are presented in this paper. This paper includes: constitutional equation of medias in the sliding surface, instability criterion, function of water, theoretic explanation of creep phases (three phases), physical prediction model for landslides, prediction parameters and modeling of chaos model, etc. Finally, the orientation further studies in this field are pointed out.
Keywords:instability of slope   prediction of landslide   nonlinear   catastrophe   chaos   stiffness ratio
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