Movement characteristics and dynamical numerical analysis of sand-sliding slope composed by granular clastics Part II of sand-sliding slope series

被引：0

作者：

Wang Cheng-hua ^{[1
]}

Que Yun ^{[2
]}

Li Xin-po ^{[1
,3
]}

Zhang Xiao-gang ^{[1
]}

机构：

[1] Chinese Acad Sci & Water Resources Minist, IMHE, Chengdu 610041, Sichuan, Peoples R China

[2] Chongqing Jiaotong Univ, Dept River & Ocean Engn, Chongqing 400074, Peoples R China

[3] Chinese Acad Sci, Grad Sch, Beijing 100039, Peoples R China

来源：

ROCK AND SOIL MECHANICS | 2007年 / 28卷 / 02期

关键词：

sand-sliding slope composed by granular clastics; movement characteristics; slide; roll; crash;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The method of dynamical numerical analysis is used to analyse the movement of grains on slope; and the research is based on in-situ observation and model tests. First, there are two main movement patterns, slide and roll. And these two movement patterns can converse each other. The movement can be caused by pull or push forces. On the pull-surface, most of grains move in rolling pattern and the roll will be driven by the movement of sands on the top or in front of them. On the push-surface, most of grains move in slide pattern and the slide will be driven from the top or back of them. Then, based on the driven force conditions of a grain of sand, the movement parameters and dynamical model of sand in sliding, rolling and crash are derived.

引用

页码：219 / 223

页数：5