重力式码头深水大厚度换填砂地基研究与实践
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Research and implementation of deep water and thick replaced sand foundation for gravity wharf
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    摘要:

    以往在软弱地基上建造重力式码头时,通常采用成本高、工期长的复合地基或者大开挖换填块石方案。以科特迪瓦阿比让港口扩建项目为依托,结合现场工况从理论上分析了深水大厚度换填砂地基设计的合理性。现场施工以及后续沉箱和胸墙的沉降位移发展情况,证明了该工法施工的可行性以及处理效果的有效性。实践表明,深水大厚度换填砂地基处理工法具有造价低、工期短、占用设备少等优点,振冲处理后的地基均匀稳定、承载力高、后期沉降小。可以为类似工程的设计和施工提供参考。

    Abstract:

    Composite foundation or large excavation to fill thick rubble bed is always chosen when the gravity wharf is built on the soft foundation before,which will take more cost and more time.Based on the expansion project of Abidjan port in Cote d′Ivoire,the design rationality of deep water and thick replaced sand foundation is analyzed theoretically according to site condition.The site construction and the subsequent settlement and displacement development of caisson and breast wall have proved the feasibility of the construction method and the effectiveness of the treatment effect.The practice shows that the deep water and thick replaced sand foundation has the advantages of low cost,short construction period,less occupied equipment,etc.,and the vibro-compacted foundation is uniform and stable,with high bearing capacity and small settlement in the later period.This research can provide reference to the design and implementation for similar project.

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王广生,杨彦豪,潘志刚.重力式码头深水大厚度换填砂地基研究与实践[J].水运工程,2019(7):204-211.

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  • 在线发布日期: 2019-07-12
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