重力式码头地基加固中DCM桩的设计方法
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Design method of DCM pile in foundation reinforcement of gravity wharf
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    摘要:

    针对在软弱地基上建设的重力式码头地基承载力较低及地基沉降量较大的问题,基于广东沿海某跨海通道人工岛救援码头地基处理的设计与施工工艺,介绍在重力式码头地基加固中DCM桩的设计方法,包括DCM桩水泥掺量与水灰比、布置形式及置换率、外部稳定验算、加固土内部稳定验算、圆弧滑动、沉降量验算等,并进行中国规范、日本规范关于DCM桩计算理论的对比。结果表明,DCM桩处理后的地基具有较高的刚度,DCM桩处理可有效降低地基沉降、提高地基承载力,是解决类似重力式码头结构地基承载力及使用期沉降的一种有效方式。

    Abstract:

    Aiming at the problem that the gravity wharf built on a soft foundation has a low bearing capacity and large settlement of the foundation,we introduce the design method of DCM pile in the foundation reinforcement of gravity wharf based on the design and construction technology of the foundation treatment of the artificial island rescue wharf of a cross-sea channel in Guangdong coastal area,including the cement content and water-cement ratio of DCM pile,layout form and replacement rate,external stability checking of reinforced body,internal stability checking,circular slip,and settlement checking,etc.,and compare the calculation theories of DCM pile in Chinese code and Japanese code. The results show that the treated foundation by DCM pile has high rigidity. DCM pile treatment can effectively reduce the foundation settlement and improve the foundation bearing capacity,which is an effective way to solve the foundation bearing capacity and service period settlement of similar gravity wharf structures.

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刘慧芳,巴 蕾,刘 强.重力式码头地基加固中DCM桩的设计方法[J].水运工程,2021(10):179-183.

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  • 在线发布日期: 2021-10-12
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