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平推式滑坡中承压水的敏感性研究

李伟 吴礼舟 肖蓉

工程地质学报2017,Vol.25Issue(2):480-487,8.
工程地质学报2017,Vol.25Issue(2):480-487,8.DOI:10.13544/j.cnki.jeg.2017.02.027

平推式滑坡中承压水的敏感性研究

SENSITIVITY OF CONFINED GROUND WATER IN TRANSLATIONAL LANDSLIDE

李伟 1吴礼舟 2肖蓉1

作者信息

  • 1. 成都理工大学环境与土木工程学院 成都 610059
  • 2. 地质灾害防治与地质环境保护国家重点实验室(成都理工大学) 成都 610059
  • 折叠

摘要

Abstract

It is important to study the confined groundwater range of action in the translational landslide.It is helpful to accurately evaluate the slope stability,and provides a reasonable guidance for the study on disaster mechanism and disaster prevention of translational landslide.The dip angle of the rock formation is small.The influence of the dip angle is usually neglected in the analysis of the confined groundwater range of action in the translational landslide.Based on the theory of groundwater flow to canals,considering the dip angle,the analysis model of groundwater seepage about the translational landslide is established.A new formula calculating the confined water range of action is deduced.The sensitivity of confined groundwater to the dip angle is analyzed in detail.The concept of the sensitive dip angle is put forward.The calculation results show that the dip angle has significant effect on the confined groundwater range of action.This effect is closely related to the thickness of the permeable layer,the seepage discharge,and the coefficient of permeability.The greater the thickness of the permeable layer,the more significant the dip angle impact on the range of action of confined groundwater.Meanwhile,the sensitive dip angle is influenced by the thickness of the permeable layer,the seepage discharge,the coefficient of permeability and so on.At last,the new model is used to analyze the landslide.The rationality of this new model is verified.

关键词

平推式滑坡/渗流/承压水/敏感倾角/斜坡稳定性

Key words

Translational landslide/Seepage/Confined water/Sensitive dip angle/Slope stability

分类

天文与地球科学

引用本文复制引用

李伟,吴礼舟,肖蓉..平推式滑坡中承压水的敏感性研究[J].工程地质学报,2017,25(2):480-487,8.

基金项目

国家自然科学基金重点项目(41130745),国家基础研究计划(973计划)项目(2013CB733202),四川省青年科技创新研究团队(2015TD0030)资助. (41130745)

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

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