[1]DUAN Hong-fei,GU Hua-xiong,ZHAN Kai-yu,et al.Control Variables Analysis of Evolution Equation of Slope Model[J].Research of Soil and Water Conservation,2010,17(03):277-280.
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Control Variables Analysis of Evolution Equation of Slope Model
Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume:
17
Number of periods:
2010 03
Page number:
277-280
Column:
Public date:
2010-06-20
- Title:
- Control Variables Analysis of Evolution Equation of Slope Model
- Keywords:
- amplitude frequency response characteristics; bifurcation point set; sharp point mutations
- CLC:
- P642.2;TU432
- DOI:
- -
- Abstract:
- Slope stability is the key study content of engineering geological, rigid body limit equilibrium method cannot consider nonlinear sliding characteristics of slope instability mechanism. Based on the control variables analysis of evolution equation of slope model, the paper reveals the rich nonlinear dynamical feature of evolution of slope combining motion equation. According to the amplitude-frequency response characteristics of evolution, its bifurcation phenomena with singularity theory was discussed. It fully revealed the slope instability which is the internal structure and external factors force coevolution of results.
- References:
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[1] 许磊, 陆明万, 曹庆杰.Vanderpol-Duffing方程的非线性动力学分叉特性研究[J].应用力学学报, 2000, 19 (4):130-133.
[2] 秦四清.斜坡失稳的突变模型与混沌机制[J].岩石力学与工程学报, 2000, 19 (4):486-492.
[3] 秦四清.初论岩体失稳过程中耗散结构的形成机制[J]岩石力学与工程学报, 2000, 19 (3):265-269.
[4] 王来贵, 黄润秋, 王泳嘉, 等.岩石力学系统运动稳定性理论及其应用[M].北京:地质出版社, 1998.
[5] 胡广韬.斜坡动力学[M].北京:地质出版社, 1995.
[6] 陈予恕.非线性振动系统的分叉和混沌理论[M].上海:教育出版社, 1993.
[7] 村田重之.暴雨对陡坡崩塌的影响[J].水土保持科技情报, 1991 (2):33-37.
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1900-01-01