|国家预印本平台
首页|降雨要素对低渗透性土质边坡稳定性影响分析

降雨要素对低渗透性土质边坡稳定性影响分析

nalysis of earthslope stability on the condition of rainfall infiltration

中文摘要英文摘要

本文以某双层土质边坡为例,从饱和-非饱和渗流理论着手,运用非饱和土抗剪强度理论研究了降雨要素对低渗透土质边坡稳定性的影响。考虑的降雨要素主要有降雨强度、降雨历时、降雨雨型和前期降雨与主期降雨之间的时间间隔。降雨强度的增大和降雨历时的增长均将使土坡稳定系数降低;在低渗透性土质边坡短期降雨情况下,总降雨量相同,在有峰值雨型条件下,峰值次数越多土坡稳定系数则越高。

Based on saturated-unsaturated seepage theory, used the theory of shear strength of unsaturated soil, this paper studies the low permeability soil side slope on the effect of rainfall essential factor. Rainfall Intensity, rainfall duration, type of rainfall and the time interval between antecedent rainfall and main period of rainfall are the effects it considerated. With rain intensity and rainfall duration increased, the soil side slope stability factor is decreased; In the condition of short-term rainfall in the low permeability soil side slope,the same rainfall amount,and peaked type of rainfall,more times at the peak, the soil side slope stability factor is decreased.

刘建刚、杨志刚、洪光森

水利工程基础科学治河工程、防洪工程环境科学基础理论

土质边坡,降雨强度,降雨历时,降雨雨型,降雨量,稳定系数

soil side slope,rainfall intensity,rainfall duration,type of rainfall,rainfall amount,stability factor

刘建刚,杨志刚,洪光森.降雨要素对低渗透性土质边坡稳定性影响分析[EB/OL].(2007-10-06)[2025-08-02].http://www.paper.edu.cn/releasepaper/content/200710-27.点此复制

评论