引孔超长碎石桩处理硬土层下卧软土技术方案
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Technical scheme of dealing with the underlying soft soil under hard soil layer by guiding hole for extra long gravel pile
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    摘要:

    针对福州港可门作业区1#~3#泊位工程排洪沟护岸存在深厚软土地基,但场地表层被块石覆盖而难以进行下卧层软基处理的问题,提出采用引孔结合沉管碎石桩法进行软基处理的方案。该方案成功解决了穿透硬土层处理下卧软土层的技术难题,取得了良好效果。该设计方案及施工方法可为类似工程的设计及施工提供借鉴。

    Abstract:

    In the 1~3 berth project at Kemen work zone in Fuzhou port,deep soft foundation exists at the revetment of flood discharge trench,but the surface layer is covered by so many block stones that it is difficult to implement soft foundation treatment to the substratum.Aiming at this problem,the scheme of adopting the method of combing guide hole with pipe sinking gravel pile was put forward for the soft foundation treatment.This scheme successfully solved the technical problem of dealing with the underlying soft layer by penetrating hard layer,and obtained a good effect.This designing scheme and construction method can provide a reference for the design and construction of similar projects.

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引用本文

黄 彬.引孔超长碎石桩处理硬土层下卧软土技术方案[J].水运工程,2016(8):174-178.

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  • 在线发布日期: 2016-08-18
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