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昆明冶金高等专科学校学报 ›› 2024, Vol. 40 ›› Issue (2): 5-.DOI: doi:10.3969/j.issn.1009-0479.2024.02.002

• 资源开发与测绘 • 上一篇    下一篇

膨胀土夹软弱层深基坑失稳变形处治

  

  1. (1.湖南中大设计院有限公司云南分公司,云南昆明 650224;2.国家林业和草原局西南调查规划院,云南昆明 650226;3.云南省交通规划设计研究院股份有限公司,云南昆明650041)
  • 收稿日期:2023-09-27 出版日期:2024-02-10 发布日期:2024-09-30
  • 作者简介:杨元洪 (1982-),男,湖南新化人,高级工程师,工学硕士,主要从事公路与市政工程,岩土与地下工程的勘察设计与研究工作。

Treatment of Instability Deformation of Deep FoundationPit in Expansive Soil with Weak Layer

  1. (1.Yunnan Branch of Hunan Zhongda Design Institute Co., Ltd., Kunming 650224, China;2. Southwest Survey and Planning Institute of National Forestry and Grassland Administration, Kunming 650226, China;3. Yunnan Institute of Transportation Planning and Design Co. , Ltd. , Kunming 650041, China)
  • Received:2023-09-27 Online:2024-02-10 Published:2024-09-30

摘要: 膨胀土属于特殊性岩土,受力与变形复杂。以红河州某膨胀土夹淤泥质软弱层深基坑工程为依托对基坑施工过程中东北侧出现的局部坍塌失稳变形破坏,通过现场调查,该膨胀土基坑坑底存在软弱淤泥质粉质粘土层,同时,基坑较长时间受水浸泡,是导致基坑坍塌失稳的主要原因,针对性进行了应急处治,并提出在基坑底部增设排桩对坑底补强加固的综合处治方案。方案实施效果良好,有效阻止了支护结构的进一步变形破坏,最终确保了基坑工程的安全。

关键词: 基坑:膨胀土, 软弱层, 失稳变形

Abstract:  Expansive soil belongs to special rock soil, and its force and deformation is complex. Based ona deep foundation pit projeet in Honghe Prefecture, this article studied on the collapse instability anddeformation damage in the northeast side of the foundation pit during the construction process ; The softsilty clay layer at bottom of foundation pit with the expansive soil pit has been subjected to waterimmersion for a long time , which is the main cause of pit collapse and destabilization through the on-siteinvestigation ; Finally, it carried out the targeted emergency treatment and put forward the comprehensivetreatment scheme of adding row piles at the bottom of foundation pit to reinforce it. The implementation ofthe program is effective, suecessfully preventing the further deformation of the supporting structuredamage , and finally ensuring the safety of foundation pit project.

Key words: foundation pit;expansive soil, weak layer, instability and deformation

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