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膨胀土渠坡失稳的变形监测及预警方法研究

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膨胀土渠坡的稳定与变形密切相关,滑坡预警预报是地质工程界研究的热点.在国内某大型输水渠道工程膨胀土试验段2年多现场试验期间,多处渠坡产生滑动,现场采用测斜仪对边坡内部变形进行监测.根据监测成果及现场调查分析,对滑坡从开始变形到失稳破坏全过程中的变形发展规律进行了分析和研究.在深入分析膨胀土渠坡稳定与变形的基础上,提出将变形速率、累计变形量作为膨胀土渠坡失稳的主要预警指标,将变形发展时间、外部环境的变化和渠坡的响应等作为参考指标,并提出了膨胀土渠坡滑动的预测和预警方法,为合理评定膨胀土渠坡的安全状态、评价和预测工程安全提供了参考.
Early Warning Method for the Instability of Expansive Soil Canal by Slope Deformation Monitoring
The stability and the deformation of the expansive soil canal are closely related to each other.Several landslides oc-curred during more than 2 years of the expansive soil tests in a large water diversion engineering project.The inclinometer was used in the in-depth lateral deformation monitoring.Based on the analysis on the extrinsic and intrinsic connections between the stability and the deformation of an expansive soil canal,it is suggested that the deformation rate and the accumulative displace-ment are the main early warning indices,and the development time of the deformation,the change of environment and the re-sponse of the slope are the reference indices in distinguishing the expansive soil canal instability.Moreover,the forecast and the early warning method of the expansive soil landslide is proposed,which provides a reference for the rational evaluation of the safety state and the development trend of expansive soil canal slopes.

Expansive SoilTest SectionCanal Slope SlidingDeformation MonitoringEarly Warning Method

甘旭东、刘军、胡波、姜世明、张小雨、张振山

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安徽省引江济淮集团有限公司,合肥 230000

长江科学院水利部岩土力学与工程重点实验室,武汉 430010

膨胀土 试验段 渠坡失稳 变形监测 预警方法

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(5)