Movement characteristics and dynamical numerical analysis of sand-sliding slope composed by granular clastics Part II of sand-sliding slope series
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Movement characteristics and dynamical numerical analysis of sand-sliding slope composed by granular clastics Part II of sand-sliding slope series
Vol. 28, Issue 2, (2007)
作者机构:
1. 中国科学院 水利部 成都山地灾害与环境研究所,成都,610041
2. 重庆交通学院,重庆,470074
3. 中国科学院研究生院成都教育基地,成都,610041
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:28 August 2013,
Published:2007
稿件说明:
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WANG Cheng-hua, QUE Yun, LI Xin-po, et al. Movement characteristics and dynamical numerical analysis of sand-sliding slope composed by granular clastics Part II of sand-sliding slope series[J]. 2007, 28(2).
DOI:
WANG Cheng-hua, QUE Yun, LI Xin-po, et al. Movement characteristics and dynamical numerical analysis of sand-sliding slope composed by granular clastics Part II of sand-sliding slope series[J]. 2007, 28(2).DOI:
Movement characteristics and dynamical numerical analysis of sand-sliding slope composed by granular clastics Part II of sand-sliding slope series
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