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现代矿业 ›› 2026, Vol. 42 ›› Issue (05): 142-148.

• 岩土工程 • 上一篇    下一篇

下潭村炭质页岩滑坡机理分析与防治工程实践

李海潘1,2 许 威1,2   

  1. 1. 江西省地质局第七地质大队;2. 赣州市地质灾害防治重点实验室
  • 出版日期:2026-05-25 发布日期:2026-06-17

Analysis of the Mechanism and the Practice of Prevention and Control Engineering of the Charcoal Shale Landslide in Xitan Village

LI Haipan1,2 XU Wei1,2   

  1. 1. The Seventh Geological Brigade of Jiangxi Bureau of Geology;2. Ganzhou Key Laboratory of Geological Disaster Prevention and Control
  • Online:2026-05-25 Published:2026-06-17

摘要: 石炭系梓山组(C1z)炭质页岩岩组在赣中、赣南地区分布广泛,其发育的滑坡具有 易滑、规模大、破坏性强、防治难度大等特点。2019 年 7 月 14 日,于都县梓山镇下潭村发生规模约 30×104 m³的中型滑坡,威胁 44 户 178 人安全。为探究其形成机理并提出防治方案,开展现场调 查、工程勘查、X 射线衍射试验及 GeoStudio 数值模拟工作。结果表明:该滑坡为强降雨(24 h 降水 量 96.2 mm)诱发的牵引式中型岩质滑坡,地貌呈“上陡下缓、台阶状错落堆积”,岩层产状 335°∠41° ~55°,滑坡面积约 2.07×104 m²;砂岩内炭质页岩夹层差异风化是内在主因,其含 14.9% 蒙脱石和 9.8% 高岭石,亲水膨胀特性导致岩体抗剪强度降低,叠加强降雨及人类工程活动诱发滑坡。针对 治理难点,提出“锁头+压脚”思路,采用锚杆格构+毛石混凝土挡土墙支护,对基础软弱地层(承载 力 40 kPa)换填处理。经 GeoStudio 验算,治理后边坡安全系数 1.58,满足规范要求。经 2 个水文年 检验,效果良好,可为赣南地区同类滑坡防治提供借鉴。

关键词: 石炭系梓山组, 炭质页岩, 滑坡机理, 防治措施, 数值模拟, 强降雨

Abstract: The Carboniferous Zishan Formation(C1z)carbonaceous shale rock group is widely dis⁃ tributed in the central and southern Jiangxi Provinces. The landslides developed there have the character⁃ istics of easy slip,large scale,strong destructiveness and difficult prevention and control. On July 14, 2019,a medium-sized landslide with a scale of about 30 × 104 m3 occurred in Xiatan Village,Zishan Town,Yudu County,threatening the safety of 178 people in 44 households. In order to explore its forma⁃ tion mechanism and put forward the prevention and control scheme,field investigation,engineering ex⁃ ploration,X-ray diffraction test and GeoStudio numerical simulation were carried out. The results show that the landslide is a traction medium-sized rock landslide induced by heavy rainfall(24 h precipitation 96.2 mm). The landform is“steep in the upper and slow in the lower,step-like scattered accumulation”. The rock occurrence is 335°∠ 41° ~ 55°,and the landslide area is about 2.07×104 m2 . The differential weathering of carbonaceous shale interlayer in sandstone is the internal main reason,which contains 14.9% montmorillonite and 9.8% kaolinite. The hydrophilic expansion characteristics lead to the decrease of shear strength of rock mass,and the superposition of heavy rainfall and human engineering activities in⁃ duce landslides. In view of the difficulties in treatment,the idea of " lock head + press foot " is put for⁃ ward. The anchor lattice + rubble concrete retaining wall support is adopted to replace the weak stratum (bearing capacity of 40 kPa)of the foundation. After GeoStudio checking,the safety factor of the slope af⁃ ter treatment is 1.58,which meets the requirements of the specification. After two hydrological years of in⁃spection,the effect is good,which can provide reference for the prevention and control of similar land⁃ slides in Gannan area.

Key words: Carboniferous Zishan Formation, carbonaceous shale, mechanism of landslide, prevention measures, numerical simulation, heavy rainfall