妈祖经贸园外围海堤施工监测与安全性分析
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Monitoring and safety analysis of seawall in Mazu Economic and Trade Park
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    摘要:

    新建海堤工程区域内存在淤泥质土,含水量高,承载力低。为保证施工过程中地基和结构的安全稳定,设置表层沉降、深层水平位移、分层沉降、孔隙水压力等观测项目对围堤施工进行监测,合理控制施工进度,防止地基出现剪切破坏。结果表明:施工前期沉降大,监控参数指标处于可控范围内;后期沉降速率变缓,地基固结度提高,堤体压缩变形趋于稳定,施工期间围堤是稳定安全的。

    Abstract:

    Muddy soil in new seawall engineering area has properties of high water content and low bearing capacity.For the purposes of foundation and structure stability during the construction of seawall,the surface settlement,deep horizontal displacement,layered settlement and pore water pressure observation projects are stetted to reasonable control the construction schedule,and to prevent shear failure of the foundation.The results show that there is a large settlement in the early stage of project,but monitoring parameters are within a reasonably safe range;the settlement rate is slow during the later period of the construction,the compression deformation of embankment tends to be stable,seawall is stable and secure during construction.

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翟焕明.妈祖经贸园外围海堤施工监测与安全性分析[J].水运工程,2017(S1):117-120.

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  • 在线发布日期: 2017-07-10
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