土工基础 ›› 2025, Vol. 39 ›› Issue (3): 392-396.

• 工程实录 • 上一篇    下一篇

新型真空联合堆载预压技术在珠海西区的应用

叶 胜1,陈仕文2   

  1. (1.中铁五局集团有限公司,贵阳 550003;2.珠海市规划设计研究院,广东珠海 519000)
  • 收稿日期:2025-03-21 修回日期:2025-03-31 出版日期:2025-06-30 发布日期:2025-08-05
  • 作者简介:叶胜(1984-),男,高级工程师,研究方向为路基施工与管理。
  • 基金资助:
    广东省住房和城乡建设厅科技创新计划项目(2024-K4-084057、2022-K4-231814、2022-K4-065552)

New Vacuum Combined Surcharge Preloading Technology Applied in Zhuhai West District

YE Sheng1, CHEN Shiwen2   

  1. (1.China Railway No.5 Engineering Group CO.,LTD.  Guiyang 550003;
    2.Zhuhai Institute of Urban Planning & Design Co. Ltd., Zhuhai 519000)
  • Received:2025-03-21 Revised:2025-03-31 Online:2025-06-30 Published:2025-08-05

摘要: 针对软土地基处理难题,介绍了一种集成无缝连接、水气分离、抗堵塞排水板及增压降水协同的新型真空联合堆载预压技术,该技术有效减少沿程真空度损失、避免管路淤堵和抽瘪,加速土体固结。结合珠海西区某市政道路工程实例,系统阐述该技术的工艺原理、实施流程及工程成效。现场监测数据表明,经124 d满载预压后,地基平均固结度达94.2%,实测工后五年沉降仅1~2 cm,推算工后沉降约13.5 cm。物理力学指标测试显示,处理后土体密度提升8.6%,黏聚力增长 85.7%,内摩擦角提高155.6%,其中天然密度、黏聚力和内摩擦角分别增长了8.6%、85.7%和155.6%,天然含水率、孔隙比、塑性指数和液性指数分别下降31.3%、30.4%、9.7%和31.6%,综合性能改善显著,处理效果优于预期。

关键词: 真空联合堆载预压, 增压降水协同技术, 水气分离技术, 防淤堵排水板, 软土地基处理

Abstract: This paper presents an innovative vacuum combined surcharge preloading technology system for the soft soil improvement. This system seamlessly incorporates connection, water-gas separation, clogging-resistant prefabricated vertical drains, and surcharge-assisted dewatering to minimize the vacuum loss, to avoid the pipe clogging issues, and to accelerate the soil consolidation. Using a municipal road project in Zhuhai’s West District as a case history, this paper explains the technology’s principles, implementation, and outcomes. Field data shows an average soil consolidation of 94.2% after 124 days of preloading, with only 1-2 cm settlement over five years and an estimated post-construction settlement of about 13.5 cm. Physical and mechanical property tests indicate that improved soil demonstrated an 8.6% increase in the natural density, 85.7% growth in the cohesion, and 155.6% improvement in the internal friction angle. Specifically, the natural density, the cohesion, and the internal friction angle increased by 8.6%, 85.7%, and 155.6% respectively, while the natural water content, the void ratio, the plasticity index, and the liquidity index decreased by 31.3%, 30.4%, 9.7%, and 31.6% respectively. These results indicate substantial enhancements in overall performance, with treatment outcomes exceeding expectations.

Key words: Vacuum Combined Surcharge Preloading, Surcharge-Assisted Dewatering Technology, Water-Gas Separation Technology, Clogging-Resistant Prefabricated Vertical Drains, Soft Soil Improvement

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