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饱和渗透系数空间变异性对边坡稳定性的影响

陈朝晖 黄景华 秦文涛 杨春林

重庆大学学报2017,Vol.40Issue(3):59-69,11.
重庆大学学报2017,Vol.40Issue(3):59-69,11.DOI:10.11835/j.issn.1000-582X.2017.03.007

饱和渗透系数空间变异性对边坡稳定性的影响

Effects of the spatial variability of saturated permeability on the slope stability

陈朝晖 1黄景华 2秦文涛 1杨春林2

作者信息

  • 1. 重庆大学土木工程学院,重庆400045
  • 2. 重庆大学山地城镇建设与新技术教育部重点实验室,重庆400045
  • 折叠

摘要

Abstract

We studied the effects of rainfall pattern,intensity,and duration on the pore-water pressure in the slope and the spatial variability of the saturated permeability on the spatial distribution of pore-water pressure,water content,shear strength parameters and local factor of safety under rainfall.The results show that the rainfall characteristics have significant effects on the pore-water pressure for a given slope.Affected by the main direction of flow,the effect of the horizontal fluctuation scale of saturated permeability on the variation of the pore-water pressure and the water content is greater than that of the vertical fluctuation scale.The critical slip surface of the rainfall-induced landslide is almost parallel to the slope and the depth of the landslide is small.As the increase of the horizontal fluctuation scale,the depth of the landslide increases.Generallv speaking,local factor of safety decreases as the vertical fluctuation scale increases.

关键词

饱和渗透系数/空间变异性/孔隙水压力/降雨入渗/局部安全系数

Key words

saturated permeability/spatial variability/pore-water pressure/rainfall infiltration/local factor of safety

分类

建筑与水利

引用本文复制引用

陈朝晖,黄景华,秦文涛,杨春林..饱和渗透系数空间变异性对边坡稳定性的影响[J].重庆大学学报,2017,40(3):59-69,11.

基金项目

国家科技重大专项资助项目(2008ZX07315-001-1).Supported by National Science and Technology Major of the Ministry of Science and Technology of China (2008ZX07315-001-1). (2008ZX07315-001-1)

重庆大学学报

OA北大核心CSCDCSTPCD

1000-582X

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