高地震烈度区堆积体边坡动力响应时程特征分析
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摘要
考虑到在地震过程中,工程边坡的动安全系数最小值出现在某一瞬间,而用这个值评价边坡在地震荷载作用下的抗滑稳定性不合适宜。在简单分析地震荷载作用下边坡稳定性评价的主要方法及差异基础上,介绍了地震动力响应时程分析法的基本原理和计算过程,明确指出了边坡动力稳定分析时应注意的边界条件、材料参数等问题,建立了评价动力稳定性的有限元应力法表达式。基于地震动力时程反应,结合金安桥水电站库岸堆积体边坡工程,用动力有限元计算获得了边坡的动力响应在空间的变化规律(包括动应力和加速度等)和整体稳定性,计算成果合理地评价了其稳定性。
The minimum stability safety factor occurs at one moment during the process of earthquake for a engineering slope.It is unsuitable to evaluate the dynamic stability of the actual engineering slope under the seismic load by using this value.In this paper the basic methods to evaluate the dynamic stability of the engineering slope under earthquake loads and their differences are analyzed first.The basic principles and computational process of seismic time-dependent dynamic response are introduced.The key problems,such as boundary conditions and material dynamic parameters,are pointed out.And the stability safety factor of the engineering slope based on FEM stress method is built up.Then,on the basis of seismic time-dependent dynamic analysis of a reservoir slope of Jinanqiao hydropower station,adopting the statistical analytical method,the dynamic extremum change(including the major stress extreme value,the minor stress extreme value,the relative acceleration extreme values on horizontal and vertical direction et al.)on the computational model are got.Then,adopting FEM stress method,the dynamic stability safety factor change are got also.According to the dynamic response feature and stability safety factor change,the dynamic stability of the example slope is evaluated reasonably.
The minimum stability safety factor occurs at one moment during the process of earthquake for a engineering slope.It is unsuitable to evaluate the dynamic stability of the actual engineering slope under the seismic load by using this value.In this paper the basic methods to evaluate the dynamic stability of the engineering slope under earthquake loads and their differences are analyzed first.The basic principles and computational process of seismic time-dependent dynamic response are introduced.The key problems,such as boundary conditions and material dynamic parameters,are pointed out.And the stability safety factor of the engineering slope based on FEM stress method is built up.Then,on the basis of seismic time-dependent dynamic analysis of a reservoir slope of Jinanqiao hydropower station,adopting the statistical analytical method,the dynamic extremum change(including the major stress extreme value,the minor stress extreme value,the relative acceleration extreme values on horizontal and vertical direction et al.)on the computational model are got.Then,adopting FEM stress method,the dynamic stability safety factor change are got also.According to the dynamic response feature and stability safety factor change,the dynamic stability of the example slope is evaluated reasonably.
引文
[1]Chen Ling-ling,Chen Min-zhong,Qian Sheng-guo.Stability analy-sis of high-steep rocky slope under earthquake loads[J].Journal of Yangtze RiverScience Research Institute,2004,21(1):33～35[陈玲玲,陈敏中,钱胜国.岩质陡高边坡地震动力边坡稳定分析[J].长江科学院院报,2004,21(1):33～35]
[2]Tang Hong-xiang,Shao Long-tan.Finite element analysis on slope stability of earth-rock dam under earthquake[J].Chinese Joural of Rock Mechanics andEngineering,200423(8):1318～1324[唐洪祥,邵龙潭.地震动力作用下有限元土石坝边坡稳定分析[J].岩石力学与工程学报,2004,23(8):1318～1324]
[3]Liu Han-long,Fei Kang,Gao Yu-feng.Time history analysis meth-od of slope seismic stability[J].Rock and Soil Mechanics,2003,24(4):553～556[刘汉龙,费康,高玉峰.边坡地震稳定时程分析方法[J].岩土力学,2003,24(4):553～556]
[4]Bo Jing-shan,Xu Guo-dong,Jing Li-ping.Seismic response and dy-namic stability analysis of soil slopes[J].Earthquake Engineering and Engineering Vibration,2001,21(3):116～120[薄景山,徐国栋,景立平.土边坡地震反应及其动力稳定性分析[J].地震工程与工程振动,2001,21(3):116～120]
[5]Qi Shen-wen.The analysis and application of slope dynamic re-sponse[D].Beijing:Institute of Geology and Geophysics Chinese Academy of Sciences,2002.[祁生文.边坡动力响应分析及应用研究[D].北京:中国科学院地质与地球物理研究所,2002.]
[6]Zhu Bo-fang.The Finite Element Method Theory and Application(the2nd Edition)[M].Beijing:China Publication of Water Re-courses and Hydropower.[朱伯芳.有限单元法原理与应用(第二版)[M].北京:中国水利水电出版社,1998.]
[7]Specifications for seismic design of hydraulic structures(SL203-97)[S].水工建筑物抗震设计规范(SL203-97)[S].
[2]Tang Hong-xiang,Shao Long-tan.Finite element analysis on slope stability of earth-rock dam under earthquake[J].Chinese Joural of Rock Mechanics andEngineering,200423(8):1318～1324[唐洪祥,邵龙潭.地震动力作用下有限元土石坝边坡稳定分析[J].岩石力学与工程学报,2004,23(8):1318～1324]
[3]Liu Han-long,Fei Kang,Gao Yu-feng.Time history analysis meth-od of slope seismic stability[J].Rock and Soil Mechanics,2003,24(4):553～556[刘汉龙,费康,高玉峰.边坡地震稳定时程分析方法[J].岩土力学,2003,24(4):553～556]
[4]Bo Jing-shan,Xu Guo-dong,Jing Li-ping.Seismic response and dy-namic stability analysis of soil slopes[J].Earthquake Engineering and Engineering Vibration,2001,21(3):116～120[薄景山,徐国栋,景立平.土边坡地震反应及其动力稳定性分析[J].地震工程与工程振动,2001,21(3):116～120]
[5]Qi Shen-wen.The analysis and application of slope dynamic re-sponse[D].Beijing:Institute of Geology and Geophysics Chinese Academy of Sciences,2002.[祁生文.边坡动力响应分析及应用研究[D].北京:中国科学院地质与地球物理研究所,2002.]
[6]Zhu Bo-fang.The Finite Element Method Theory and Application(the2nd Edition)[M].Beijing:China Publication of Water Re-courses and Hydropower.[朱伯芳.有限单元法原理与应用(第二版)[M].北京:中国水利水电出版社,1998.]
[7]Specifications for seismic design of hydraulic structures(SL203-97)[S].水工建筑物抗震设计规范(SL203-97)[S].
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