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论文摘要

地震作用下松散体变形过程及堆积形态的数值模拟

Numerical Simulation of Deformation Process and Accumulation State of Loose Materials Under Seismic Action

作者:雷明(四川大学 水力学与山区河流开发保护国家重点实验室, 四川 成都 610065);许泽星(四川大学 水力学与山区河流开发保护国家重点实验室, 四川 成都 610065);刘兴年(四川大学 水力学与山区河流开发保护国家重点实验室, 四川 成都 610065);王协康(四川大学 水力学与山区河流开发保护国家重点实验室, 四川 成都 610065)

Author:LEI Ming(State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China);XU Zexing(State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China);LIU Xingnian(State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China);WANG Xiekang(State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China)

收稿日期:2018-02-07          年卷(期)页码:2018,50(3):240-246

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:地震;松散体;碰撞接触;离散单元法;数值模拟

Key words:earthquake;loose materials;contact collision;DEM;numerical simulation

基金项目:国家重点研发计划资助项目(2017YFC1502500);国家自然科学基金重点资助项目(51639007);中国科学院山地灾害与地表过程重点实验室开放基金资助(20150125)

中文摘要

山区流域地表及沟床表层常富集大量由宽级配卵砾石所组成的松散堆积物,在地震及其次生灾害的作用下,大量松散碎屑物质会以崩塌、滑坡、泥石流等形式进入山区河道,进而改变河流的泥沙补给条件。为了研究地震荷载对于松散体变形过程和运动特点的影响,基于3维颗粒离散单元法对不同地震荷载作用下的松散体的运动过程进行了数值模拟,重点分析与讨论了地震波频率、振幅的变化对于松散体运动及变形特点的影响。计算结果表明:松散体的运动过程由起动加速、高速运动以及减速堆积3个阶段所组成;在颗粒运动过程中,颗粒的粒径越小,颗粒的运动速度越慢;颗粒进入河道后粒径较大的颗粒堆积在表面前段,而粒径较小的颗粒位于堆积体的下后部。地震荷载的作用可以大幅度地减小单元接触数量,颗粒越稀疏,颗粒间的相互碰撞越少,颗粒具有的能量越大,这会导致松散体的运动速度和运动距离均有显著提高,并且地震波的频率越低、振幅越大,颗粒的运动速度与运动距离越大,这会使得原本未进入河道的松散堆积物质进入河道,由此导致山区河流的泥沙补给质量明显增大。由此可见,地震对于山区河流的泥沙补给条件具有重要的影响,为深入研究震后山洪泥沙灾害频发致灾提供了理论依据。

英文摘要

A large amount of loose accumulation materials is deposited on the surface of mountain areas in Southwest China,and the composition is mainly pebble sediment of wide size distributions.Under the action of earthquake,a large number of loose debris can enter the mountainous river in the form of landslide and debris flows,and subsequently change the sediment supply conditions.To study the effect of seismic action on the movement process and deformation characteristics of loose materials,three dimensional particles discrete element method is applied to simulate the movement and deformation of the loose materials on a slope under different seismic loads,and the influence of seismic wave frequency and amplitude on the movement process of loose materials is analyzed and discussed.The simulation results show that the movement of loose materials on a slope can be divided into three stages:starting acceleration,high-speed sliding and decelerating accumulation,and the smaller the particle size is,the slower the particle velocity is.After the particles enter the river,the large particles are accumulated in the front and the surface,and the small particles are found in the middle and low areas.Besides,the effect of the seismic load can greatly reduce the number of contact,resulting in the reduction of collision between particles and the loss of energy of the particles,which leads to a significant increase in the speed and the distance of the loose materials.With the decrease of the frequency of seismic waves and the increase of amplitude,the increase rate of the moving velocity and the moving distance of the particles is enhanced,which will cause the originally stable loose sediment to enter the river,thus increasing the mass of sediment in the mountainous rivers and the damage level of the flash flood disasters.It can be seen that the earthquake has an important influence on the sediment supply conditions of the mountain rivers,which provides a theoretical basis for further research on the disasters after earthquake.

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