土工基础 ›› 2026, Vol. 40 ›› Issue (1): 1-06.

• 工程实录 •    下一篇

某半挖半填路基病害诊断与处治案例分析

孙福田1,汪斌2,陈伟涛1,朱杰兵2,钟楼1,张兵3   

  1. (1.湖北交投鄂西高速公路运营管理有限公司,湖北恩施 445000;2.长江水利委员会长江科学院,武汉 430010;3.中交第二公路勘察设计研究院有限公司,武汉 430100)
  • 收稿日期:2023-10-24 修回日期:2023-11-30 出版日期:2026-02-28 发布日期:2026-04-22
  • 通讯作者: 汪斌(1977-),男,教授级高级工程师,博士,研究方向为岩土工程。
  • 作者简介:孙福田(1976-),男,高级工程师,研究方向为高速公路养护与管理。
  • 基金资助:
    国家自然科学基金项目(42277186,12072047)、三峡科调专题项目

Analysis and Mitigation of Highway Hazards in Half Cut and Half Fill Subgrades

SUN Futian1, WANG Bin2, CHEN Weitao1, ZHU Jiebing2, ZHONG Lou1, ZHANG Bing3   

  1. (1.E’Xi Expressway Operation and Management Co. Ltd., Hubei Transportation Investment Co., Enshi 445000;
    2.Changjiang River Scientific Research Institute, Changjiang Hydrology Committee, Wuhan 430010;
    3.CCCC Second Highway Investigation and Design Institute Co. Ltd., Wuhan 430100)
  • Received:2023-10-24 Revised:2023-11-30 Online:2026-02-28 Published:2026-04-22

摘要: 山区半挖半填路基在运营期常发生路面开裂及错台、挡墙开裂等病害。以鄂西某复杂地质条件下的半挖半填路基边坡的病害诊断与处治为工程案例,通过勘察设计阶段地质条件分析、施工期过程资料及深部位移监测等手段进行综合诊断,探明了病害发生机制。研究结果表明,该病害为路堤深部滑移所致,其待贯通滑动面由原有路基填方+坡脚岩溶凹槽的填土+锁固段顺层岩坡组成,呈现出土质和岩质组合形成的复合滑移面。通过该病害路基的全方位诊断及确诊,不仅对病害边坡处治设计提供了技术支撑,还可为山区其他类似路基病害的诊断提供了借鉴样本,具有一定的警示与推广作用。


关键词: 半挖半填路基, 病害诊断, 病害处治, 复合滑动面

Abstract: Construction induced hazards, such as, cracks on the highway pavements and retaining walls and structure misalignment have frequently occurred in the half cut and half fill highway subgrades. This paper presents some case histories in the construction of half cut and half fill highway subgrades in E’Xi mountain area. Throughout the evaluation and analysis of site investigation data in the design phase as well as construction surveying and monitoring data, the factors that attribute to the construction induced hazards are presented. The results indicate that these hazards are the results of the deep-seated slides underneath the highway embankment. This composite soil and rock sliding plane consists of original fill embankment, backfill soil at the toe of the slope and in the karst rock cavity, and the daylighting rock slope. The evaluation and the mitigation of the highway embankment construction induced hazards provide the useful case histories for the similar design and construction.

Key words: Half Cut and Half Fill Highway Subgrades, Hazard Diagnosis, Hazard Mitigations, Combined Sliding Planes

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