测绘通报 ›› 2025, Vol. 0 ›› Issue (11): 110-117,163.doi: 10.13474/j.cnki.11-2246.2025.1117

• 学术研究 • 上一篇    下一篇

粤西山区高速公路边坡地质灾害自动化监测预警体系及应用

徐华1, 陈龙望1, 韩富庆2, 王伟力2, 王国志2   

  1. 1. 成都理工大学环境与土木工程学院, 四川 成都 610059;
    2. 广东云茂高速公路有限公司, 广东 广州 510623
  • 收稿日期:2025-03-18 发布日期:2025-12-04
  • 作者简介:徐华(1979—),男,博士,教授,研究方向为岩土及隧道工程。E-mail:xuhua@cdut.edu.cn
  • 基金资助:
    国家重点研发计划 (2024YFC3012600);广东云茂高速公路有限公司资助项目(AH2023-0713;AH2022-0755)

Automatic monitoring and early warning system and application of geological disaster in mountainous expressway of western Guangdong

XU Hua1, CHEN Longwang1, HAN Fuqing2, WANG Weili2, WANG Guozhi2   

  1. 1. College of Environmental and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China;
    2. Guangdong Yun Mao Expressway Co., Ltd., Guangzhou 510623, China
  • Received:2025-03-18 Published:2025-12-04

摘要: 随着高速公路向山区延伸,开挖形成了大量的高陡边坡,崩塌、滑坡、泥石流等地质灾害频发,严重威胁高速公路安全。为实现粤西山区高速公路边坡地质灾害多源监测手段的动态预警,保障高速公路运行安全,本文针对粤西山区高速公路边坡地质条件复杂、台风暴雨集中等特点,以边坡位移量、位移速率、结构应力、降水量为监测对象构建预警指标体系;基于风化花岗岩残积土边坡变形特征分析,提出蓝、黄、橙、红4级预警等级及相应阈值;结合北斗表面变形监测、深层水平位移监测、锚索应力监测、分布式光纤监测、降水量监测等多源监测手段,构建高速公路边坡自动化监测预警体系。典型边坡监测分析表明,监测期内北斗表面变形监测的位移及速率极值为-99、7.40 mm/d,深层水平位移监测的位移及速率极值分别为55.386 mm、3.83 mm/d,降水量单日极值为458.1 mm,均达到红色预警等级并成功发布预警,且采取相应措施后,避免了边坡进一步变形,论证了该体系可及时反映边坡变形特征及发展阶段,快速、准确识别地质灾害隐患,实现对高速公路多层次、多维度预警,有效提高边坡地质灾害预警的准确性,可为我国高速公路边坡地质灾害监测预警提供参考。

关键词: 道路工程, 预警体系, 自动化监测, 边坡灾害, 预警阈值

Abstract: As expressways extend into mountainous regions,a large number of high and steep slopes are formed through excavation.This has led to frequent geological disasters such as collapses,landslides,and debris flows,posing severe threats to highway safety.To enable dynamic early warning through multi-source monitoring of geological hazards on expressway slopes in the Western Guangdong mountainous areas and ensure safe highway operation,a warning indicator system is established.This system addresses the complex geological conditions and concentrated typhoon and rainstorms characteristic of the Western Guangdong mountainous areas,focusing on slope displacement,displacement rate,structural stress,and rainfall as monitoring parameters.Based on the deformation characteristics of weathered granite residual soil slopes,a four-level early warning system (blue,yellow,orange,and red) and corresponding thresholds are proposed.Integrating Beidou surface deformation monitoring,deep horizontal displacement monitoring,anchor cable stress monitoring,distributed optical fiber monitoring,and rainfall monitoring,an automated monitoring and early warning system for highway slopes is developed.Analysis of typical slope monitoring data reveales that during the monitoring period,the extreme values for displacement and rate from Beidou surface deformation monitoring are -99 mm and 7.40 mm/d,respectively.For deep horizontal displacement monitoring,the extreme values for displacement and rate are 55.386 mm and 3.83 mm/d,respectively.The single-day extreme rainfall is 458.1 mm.All these parameters reach the red warning level,and warnings are successfully issued.The implementation of corresponding measures preventes further slope deformation.This demonstrates that the developed system can timely reflect slope deformation characteristics and development stages,quickly and accurately identify potential geological hazards,achieve multi-level and multi-dimensional early warning for highways,and effectively improve the accuracy of slope geological disaster warnings.This system can serve as a valuable reference for geological disaster monitoring and early warning of highway slopes in China.

Key words: road engineering, early warning system, automated monitoring, slope disaster, warning threshold

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