The dynamic process of the 2008 Wenehuan earthquake is simulated by finite-element method （ FEM）, and the results suggest that we may be able to estimate the occurrence time, location, and magnitude of similar earth...The dynamic process of the 2008 Wenehuan earthquake is simulated by finite-element method （ FEM）, and the results suggest that we may be able to estimate the occurrence time, location, and magnitude of similar earthquakes in the future. Thus a numerical earthquake prediction （NEP） program is proposed; the reliability of it is dependent on its gradual refinement and the parameters used in the models.展开更多
1研究背景大地震产生的应力变化通常会触发大量余震,前人研究(King et al,1994)发现,大部分主震产生的同震静态库仑应力变化(ΔCFS)可以用来解释余震空间分布,特别是1992年美国Landers地震、1999年中国台湾集集地震和2008年中国汶川地...1研究背景大地震产生的应力变化通常会触发大量余震,前人研究(King et al,1994)发现,大部分主震产生的同震静态库仑应力变化(ΔCFS)可以用来解释余震空间分布,特别是1992年美国Landers地震、1999年中国台湾集集地震和2008年中国汶川地震。此后,ΔCFS作为一个包含明确物理意义的地震预测参数,广泛应用于实际问题。展开更多
Earthquake-triggered landslides usually cause great disasters,and yet their dynamic mechanisms remain poorly understood.This paper will derive a general conceptual landslide model from the geometric and kinematic feat...Earthquake-triggered landslides usually cause great disasters,and yet their dynamic mechanisms remain poorly understood.This paper will derive a general conceptual landslide model from the geometric and kinematic features of the most landslide masses triggered by the 2008 Wenchuan earthquake.Kinematic characteristics and dynamic processes are simulated here by means of finite element method(FEM)based on the dynamic process of the discontinuous deformable body.The calculated results presented the whole course of landslide motion,and displayed some typical kinematic characteristics such as initiation,sliding,ejection,collision,flying in the air,and climbing of landslides.The simulation result also shows that,under combined seismic inertial forces and gravity,landslides will start to slip once it overcomes the friction between the sliding mass and slip-bed,then it will move from slow to fast along the slippery bed until it ejects from the slip-bed.Moreover,the high frequencies and serious damages by landslides in the Wenchuan earthquake are caused by the strong ground motion on the mountain slopes in and around the epicenter that was dramatically amplified owing to both resonances produced by the seismic event and topographical amplification by seismic motion.In addition,the modeling results suggest that the direction,amplitude,frequency,and duration of strong ground motion have a great influence on the stability of landslide mass.Therefore,the study helps us better understand dynamic mechanism of landslides,seismic hazard assessment,and dynamic earthquake triggering.展开更多
基金supported by the National Natural Science Foundation ofChina(40974020,40074024)National 973 Project of China2008(B425704)State Key Laboratory of Earthguake Dynamics Project(LED2008B02)
文摘The dynamic process of the 2008 Wenehuan earthquake is simulated by finite-element method （ FEM）, and the results suggest that we may be able to estimate the occurrence time, location, and magnitude of similar earthquakes in the future. Thus a numerical earthquake prediction （NEP） program is proposed; the reliability of it is dependent on its gradual refinement and the parameters used in the models.
文摘1研究背景大地震产生的应力变化通常会触发大量余震,前人研究(King et al,1994)发现,大部分主震产生的同震静态库仑应力变化(ΔCFS)可以用来解释余震空间分布,特别是1992年美国Landers地震、1999年中国台湾集集地震和2008年中国汶川地震。此后,ΔCFS作为一个包含明确物理意义的地震预测参数,广泛应用于实际问题。
基金supported by National Natural Science Foundation of China(Grant No.40974020)Special Project in Ministry of Land and Resources(Grant No.SinoProbe-07)Special Project for Basic Research on the State Level(Grant No.ZDJ2009-1)
文摘Earthquake-triggered landslides usually cause great disasters,and yet their dynamic mechanisms remain poorly understood.This paper will derive a general conceptual landslide model from the geometric and kinematic features of the most landslide masses triggered by the 2008 Wenchuan earthquake.Kinematic characteristics and dynamic processes are simulated here by means of finite element method(FEM)based on the dynamic process of the discontinuous deformable body.The calculated results presented the whole course of landslide motion,and displayed some typical kinematic characteristics such as initiation,sliding,ejection,collision,flying in the air,and climbing of landslides.The simulation result also shows that,under combined seismic inertial forces and gravity,landslides will start to slip once it overcomes the friction between the sliding mass and slip-bed,then it will move from slow to fast along the slippery bed until it ejects from the slip-bed.Moreover,the high frequencies and serious damages by landslides in the Wenchuan earthquake are caused by the strong ground motion on the mountain slopes in and around the epicenter that was dramatically amplified owing to both resonances produced by the seismic event and topographical amplification by seismic motion.In addition,the modeling results suggest that the direction,amplitude,frequency,and duration of strong ground motion have a great influence on the stability of landslide mass.Therefore,the study helps us better understand dynamic mechanism of landslides,seismic hazard assessment,and dynamic earthquake triggering.
