土工基础 ›› 2026, Vol. 40 ›› Issue (4): 711-717.

• 专题论述 • 上一篇    下一篇

膨胀土边坡工程监测技术方法研究进展

吴锡合1,孙青峰1,余建平1,吕 炜1,周顺滔1,李章青1,刘清秉2   

  1. (1.国家石油天然气管网集团有限公司广西分公司,南宁 530201;2.中国地质大学(武汉),湖北巴东地质灾害国家野外科学观测研究站,武汉 430074)
  • 收稿日期:2026-06-15 修回日期:2026-07-01 出版日期:2026-08-30 发布日期:2026-08-26
  • 作者简介:吴锡合(1971-),男,博士,高级工程师,研究方向为天然气长输管道安全运行。
  • 基金资助:
    国家石油天然气管网集团有限公司科技项目(GXGS-AQWH202401)

Advances in Monitoring Technologies for Expansive Soil Slopes

WU Xihe1, SUN Qingfeng1, YU Jianping1, LV Wei1, ZHOU Shuntao1, LI Zhangqing1, LIU Qingbing2   

  1. (1.PipeChina Guangxi Company, Nanning 530201;
    2.Badong National Observation and Research Station of Geohazards, China University of Geosciences, Wuhan 430074)
  • Received:2026-06-15 Revised:2026-07-01 Online:2026-08-30 Published:2026-08-26

摘要: 膨胀土具有遇水膨胀、失水收缩的特性,易引发边坡滑坡等工程灾害,开展专项监测对灾害防控至关重要。系统梳理了膨胀土边坡现有监测技术,阐述了GNSS、InSAR地表位移监测手段,钻孔测斜仪、柔性测斜仪等深部位移监测技术,以及含水率、基质吸力等水分水势监测技术的原理和应用研究现状。在此基础上,以广西某油气管道敷设膨胀土边坡为实例,构建了融合气象、地表与深部位移、水分水势参数、土压力、管道应变的多场立体自动化监测体系。监测结果表明,降雨入渗是诱发边坡变形失稳的核心因素,降雨主要影响0~3 m浅层土体;边坡破坏历经缓慢蠕滑、多期滑动叠加、加速失稳三个阶段,土体变形会进一步挤压管道,引发管体应力与形变同步增长。地表位移加速度、土压力均可作为膨胀土边坡临滑预警的有效指标,通过不同深度土层含水率变化可推断膨胀土边坡潜在滑动深度。


关键词: 膨胀土边坡, 变形监测, 含水率, 灾害预警

Abstract: Expansive soils exhibit pronounced swelling upon wetting and shrinkage upon drying, often triggering slope failures and other geotechnical hazards. Targeted monitoring is therefore essential for effective hazard prevention. This study systematically reviews existing monitoring technologies for expansive-soil slopes, including using GNSS and InSAR for surface displacement monitoring, borehole inclinometers and flexible inclinometers for deep displacement, and techniques for measuring soil water content and matric suction to characterize moisture and hydraulic conditions. Based on this review, a multi-field, three-dimensional automated monitoring system was developed for an expansive-soil slope along an oil and gas pipeline in Guangxi. The system integrates meteorological data, surface and subsurface displacement, moisture and suction parameters, soil pressure, and pipeline strain. Monitoring results indicate that rainfall infiltration is the primary driver of slope deformation and instability, predominantly affecting the shallow 0~3 m soil layer. Slope failure progresses through three stages: slow creep, multi-episode sliding accumulation, and accelerated instability. Soil deformation further compresses the pipeline, causing synchronous increases in pipe stress and strain. Surface displacement acceleration and soil pressure are effective indicators for early warning of impending failure, while variations in water content at different depths can be used to infer potential sliding surfaces within expansive-soil slopes.

Key words: Expansive Soil Slopes, Deformation Monitoring, Moisture Content, Hazard Early Warning

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