Research on real-time stability of Hongshibao landslide in Badong of the Three Gorges Reservoir area

LI Ying; YAN E-chuan; LI Zuo-cheng

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Research on real-time stability of Hongshibao landslide in Badong of the Three Gorges Reservoir area

更新时间：2026-06-25

- Research on real-time stability of Hongshibao landslide in Badong of the Three Gorges Reservoir area
- Vol. 29, Issue S1, (2008)
- 作者机构：
  
  1. 中国地质大学（武汉）工程学院,武汉,430074
  2. 中国水利水电科学研究院,北京,100044
- 作者简介：
- 基金信息：
- DOI：
  CLC： TV223.2+1
- Online First：15 April 2016，
  
  Published：2008
- 稿件说明：
移动端阅览
LI Ying, YAN E-chuan, LI Zuo-cheng. Research on real-time stability of Hongshibao landslide in Badong of the Three Gorges Reservoir area[J]. 2008, 29(S1).
DOI：

LI Ying, YAN E-chuan, LI Zuo-cheng. Research on real-time stability of Hongshibao landslide in Badong of the Three Gorges Reservoir area[J]. 2008, 29(S1). DOI：

摘要

巴东红石包滑坡位于巴东油库场地区，是三峡库区启动的重要地质灾害治理工程项目之一。通过对红石包滑坡内部水平位移和渗透水压力长期监测分析，表明其中的Ⅰ和Ⅱ号滑坡浅层存在缓慢变形，与降雨关系密切；其深层未见变形。说明红石包滑坡体在从2003年6月三峡水库蓄水至今仍处于稳定状态。但后续库水位的的不断抬高以及不同季节库水位频繁变化对滑坡的稳定性极为不利。为确保油库安全，仍应加强监测，密切注视滑坡动态。

Abstract

The Hongshibao landslide lies in Badong bulk plant area

and it is one of the key landslidetreatment engineerings in the Three Gorges Reservior. Based on long-term monitoring and analysis of internal horizontal displacement and seepage pressure

it shows that there is shallow slow deformation in slopeⅠand Ⅱof Hongshibao landslide

which is affected by rainfall; and the deformation is not obvious in deep layer. The landslide is still under stable condition when the Three Gorges Reservoir impounds from June 2003. However

it has a serious threat to the stability of the landslide that reservoir water level continuously raises and frequently changes in different seasons. Therefore

it should strengthen monitoring and pay more attention to dynamic development of landslide for ensuring safty.

关键词

Keywords

references

Views

1093

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Monitoring horizontal displacements of support structure for a complicated planar foundation pit and its reinforcement

Study of in-situ monitoring of shallow buried tunnel in loose ground

Dynamic risk assessment of induced earthquake risk in head area of Three Gorges Reservoir based on GIS and multi-source information fusion techniques

Effects of deformation and failure of rock pillar No.3-2 of Longyou grottos on stress change of grotto No.3

Model test of frozen soil wall beneath seasonally frozen soil layer

Related Author

XIONG Zhi-biao

WANG Qi-yun

YUE Xiang-hong

YANG Yong-bo

LI Qi

ZHANG Jie

LI Xue-ping

YAO Yun-sheng

Related Institution

College of Urban Construction, South China University

Engineering Faculty, China University of Geosciences

Institute of Seismology, China Earthquake Administration

Key Laboratory of Engineering Geomechanics, Institute of Geology and Geophysics, Chinese Academy of Sciences

Graduate University of Chinese Academy of Sciences

AI问答

⁰