澳门东填土区地基处理效果分析
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Analysis on foundation treatment effect of Macao eastern filling area
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    摘要:

    为了检验澳门东填土区浅部土体地基处理效果,在充分研究场区吹填砂前后地基土层特性、地基处理设计方案和施工关键技术的基础上,对监测及检测结果中相关数据进行分析和对比。结果表明,软黏性土和吹填砂经地基处理后力学强度明显提高,工后沉降得到了有效控制,地基处理效果显著;根据长期实际沉降监测值能够对最终沉降量做出更准确的预测或通过选取合理的沉降经验系数ms,使地基沉降量估算值与目标值更接近,以便指导本地区同类项目的地基处理工作。

    Abstract:

    In order to test the foundation treatment effect of shallow soil in Macao eastern filling area,we study the characteristics,design report and key construction techniques of the foundation soil layer before and after sand filling,and analyze and compare the relevant data of the results of monitor and detection.The results show that the mechanical strength of the soft clay and filling sand is significantly improved after the foundation treatment,and the settlement after construction is controlled effectively,so as to the effect of the foundation treatment is significant.The long-term monitor result is helpful to make a more accurate prediction of the final settlement.The estimated value of foundation settlement is closer to the target value by selecting a reasonable settlement empirical coefficient ms,so that it can guide the foundation treatment of similar projects in the region.

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陶旭光,钮建定,杨 锋.澳门东填土区地基处理效果分析[J].水运工程,2020(5):72-77.

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  • 在线发布日期: 2020-05-18
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