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湖北省宜昌市猇亭区人类工程活动与城市地质灾害

王孔伟 李春波 胡志宇 胡安龙 魏东 常德龙

水土保持通报2017,Vol.37Issue(1):297-303,7.
水土保持通报2017,Vol.37Issue(1):297-303,7.DOI:10.13961/j.cnki.stbctb.2017.01.052

湖北省宜昌市猇亭区人类工程活动与城市地质灾害

Engineering Activities and Urban Geological Disasters at Xiaoting District in Yichang City, Hubei Province

王孔伟 1李春波 1胡志宇 1胡安龙 1魏东 1常德龙1

作者信息

  • 1. 三峡大学 三峡库区地质灾害教育部重点实验室 土木与建筑学院,湖北 宜昌 443002
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摘要

Abstract

[Objective] The aim of the study is to investigate the relationships between engineering activities and urban geological disasters,and provide help for the urban planning and construction.[Methods] Based on the on-site geological environment survey(geological exploration,geological surveying and mapping),we studied the geological disasters caused by engineering activities at Xiaoting District in Yichang City,Hubei Province and probed into the internal and external factors causing these disasters.[Results] Artificial excavation was the main cause of potential landslides on unstable slopes.Artificial refilling is the main cause of landslides with a potential to develop into debris flow.Geological disaster related to the expansive clay soil are also closely related to engineering activities.The excavation in road construction leads expansive clay soil to be unstable and to swell under the impact of rainfall,thus causing the road and steep slope deformation and failure.[Conclusion] The engineering activities are the main external factors causing the geological disasters.The flat,laminated and loose structure of the rock and soil mass,and the distribution of expansive clay soil are the internal factors of geological disasters.

关键词

城市地质灾害/工程填方/工程开挖/膨胀性黏土岩

Key words

urban geological disasters/engineering filling/engineering excavation/expansive clay rock

分类

天文与地球科学

引用本文复制引用

王孔伟,李春波,胡志宇,胡安龙,魏东,常德龙..湖北省宜昌市猇亭区人类工程活动与城市地质灾害[J].水土保持通报,2017,37(1):297-303,7.

基金项目

水利部公益性行业科研专项经费项目“岸坡安全生命周期诊断评价与防护新技术示范”(201401029) (201401029)

国家自然科学基金重点项目“复杂条件下库岸边坡变形破坏机理及其防护”(51439003) (51439003)

三峡大学研究生科研创新资助项目(2015CX021) (2015CX021)

水土保持通报

OA北大核心CSCDCSTPCD

1000-288X

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