土工基础 ›› 2026, Vol. 40 ›› Issue (3): 415-420.

• 工程实录 • 上一篇    下一篇

万宁市某边坡滑坡事故及边坡治理

曹 伟   

  1. (海南深勘勘察设计有限公司,海口 570203)
  • 收稿日期:2024-06-06 修回日期:2024-06-21 出版日期:2026-06-30 发布日期:2026-06-25
  • 作者简介:曹伟(1988-),男,高级工程师,研究方向为岩土设计。

A Landslide Hazard and Slope Treatment in Wanning City

CAO Wei   

  1. (Hainan Shenkan Survey and Design Co. Ltd., Haikou 570203)
  • Received:2024-06-06 Revised:2024-06-21 Online:2026-06-30 Published:2026-06-25

摘要: 海南省万宁市位于海南岛东南侧。因国际旅游岛建设,万宁市房地产发展迅速,部分山区也进行了房地产开发,导致了山体开挖量巨大。同时万宁市东南部毗邻南海,降水量大,年降水量超过900 mm,造成了该地区存在山体滑坡隐患。虽然房地产开发均做了边坡支护,但由于施工质量、设计质量、自然因素等原因,仍发生了支护结构位移过大、甚至支护结构失效的安全事故。针对以上问题,以万宁市某山体边坡支护为例,详细介绍了边坡滑坡、支护结构变形过大、锚索失效及后期支护加固情况,对此类工程提供可参考的经验。

关键词: 边坡支护, 滑坡, 支护加固, 支护结构变形

Abstract: Wanning City, located on the southeastern flank of Hainan Island, has experienced rapid real-estate expansion driven by the province’s development as an international tourism destination. Intensive construction activities in mountainous terrain have resulted in large-scale slope excavation. Combined with the region’s humid maritime climate—characterized by annual precipitation exceeding 900 mm—these conditions have significantly increased the risk of landslides. Although engineered slope-support systems have been implemented in many developments, issues such as excessive structural displacement and localized support failure continue to occur due to construction deficiencies, design limitations, and adverse environmental factors. This paper presents a detailed case study of a mountain-slope support project in Wanning City. The investigation documents the landslide process, deformation characteristics of the support system, failure of ground anchors, and subsequent reinforcement measures. The findings provide practical insights and technical reference for similar slope-stabilization projects within Hainan Province.

Key words: Side Slope Support, Landslide, Supporting Reinforcement, Deformation of Retaining Structure

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