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库水升降对漩口滑坡稳定性的影响规律

吴凯峰 余凯 姚鑫 李凌婧

地质科技情报2017,Vol.36Issue(6):256-260,5.
地质科技情报2017,Vol.36Issue(6):256-260,5.DOI:10.19509/j.cnki.dzkq.2017.0629

库水升降对漩口滑坡稳定性的影响规律

Impact Rule of Reservoir Water Level Fluctuation on the Stability of Xuankou Landslide

吴凯峰 1余凯 1姚鑫 2李凌婧2

作者信息

  • 1. 中交第二公路勘察设计研究院有限公司,武汉430056
  • 2. 中国地质科学院地质力学研究所,北京100081
  • 折叠

摘要

Abstract

Variation of reservoir water level is a main factor to decrease the landslides stability in reservoir.In order to study the effect of reservoir water level on landslide stability,the paper takes Xuankou landslide in Zipingpu reservoir as an example.The Geo-Studio software was used to analyze the seepage field and stability of landslide with reservoir water level rising and falling.The numerical simulation was verified by the monitoring data of reservoir water level and ground displacement.The results show that the soil-water characteristic curve determined by the grading curve and the improved Kovács model could be used to simulate the seepage field.When water level is raising,the landslide's stability is increases with the rise rate of reservoir water level.When the water level is falling,the stability has two stages from decrease to increase.The moment of minim stability occurs at the lowest point of reservoir water level declines.Reservoir water level fluctuation on the stability is mainly affect the front of Xuankou landslide.

关键词

水库滑坡/库水位升降/渗流场/监测

Key words

reservoir landslides/reservoir water level fluctuation/seepage field/monitor

分类

地质学

引用本文复制引用

吴凯峰,余凯,姚鑫,李凌婧..库水升降对漩口滑坡稳定性的影响规律[J].地质科技情报,2017,36(6):256-260,5.

基金项目

国家自然科学基金项目(41672359) (41672359)

中国地质调查局工作项目(DD20179282,DD20160272) (DD20179282,DD20160272)

院所长基金项目(DZLXJK201611) (DZLXJK201611)

地质科技情报

OA北大核心CSCDCSTPCD

2096-8523

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