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A combined DJM-PVD method for soft ground improvement

机译:结合DJM-PVD进行软土地基改善的方法

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摘要

Dry jet mixing (DJM) and prefabricated vertical drains (PVDs) have beennsuccessfully used for soft ground improvement worldwide. They both have advantages andnlimitations, and have been used independently so far. In this study, DJM and PVDs were used inncombination to enhance the performance of soft ground improvement. In the combined method,nPVDs are first installed and then DJM columns are installed between the PVDs at larger spacing.nThis combined method improves the effectiveness of ground improvement and creates a moreneconomical solution. This paper presents the concept, mechanisms, construction procedures, andnfield validation of this new method. In situ standard penetration tests were performed in dry mixedncolumns and cone penetration tests and field vane shear tests were performed in soils between thencolumns. Plate load tests were subsequently conducted on the treated ground. Excess porewaternpressures were monitored during and after the installation of DJM columns with and withoutnPVDs. Field validation was conducted through a pilot highway embankment on very soft clay innJiangsu, China. Long-term settlement monitoring was carried out for the construction of thisnhighway embankment. Field tests and monitoring clearly showed that the DJM-PVD methodnperformed well in enlarged spacing as compared with the conventional DJM method with closenspacing.
机译:干喷混合(DJM)和预制垂直排水管(PVD)已成功地用于全世界的软土地基改良。它们都具有优点和局限性,并且到目前为止已被独立使用。在这项研究中,DJM和PVD结合使用以增强软土地基的性能。在组合方法中,先安装nPVD,然后在PVD之间以较大的间距安装DJM柱。n这种组合方法提高了地面改良的有效性,并创造了一种更经济的解决方案。本文介绍了这种新方法的概念,机理,构造过程和现场验证。在干燥的混合柱中进行原位标准渗透试验,然后在两个柱之间的土壤中进行圆锥渗透试验和现场叶片剪切试验。随后在已处理的地面上进行板载荷测试。在安装有和没有nPVD的DJM色谱柱的安装过程中和安装之后,都要监测过多的孔隙水压力。现场验证是通过在中国非常软的黏土客栈上进行的公路路堤试验进行的。对这条高速公路路堤的施工进行了长期沉降监测。现场测试和监测清楚地表明,与常规DJM方法相比,DJM-PVD方法在增大的间距上表现良好。

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  • 来源
    《Geosynthetics International-issn》 |2008年第1期|p.43-54|共12页
  • 作者单位

    1Professor, Institute of Geotechnical Engineering, Southeast University, Nanjing, China,nTelephone: +86 25 83792885, Telefax: 86 25 83795086, E-mail: Liusy@seu.edu.cnn2Associate Professor, Department of Civil, Environmental, and Architectural Engineering, ThenUniversity of Kansas, Lawrence, KS 66047, USA, Telephone: +1 785 864 3714,nTelefax: 1 785 864 5631, E-mail: jiehan@ku.edun3PhD, Institute of Geotechnical Engineering, Southeast University, Nanjing, China,nTelephone: +86 25 83795776, Telefax: 86 25 83795086, E-mail: zhangdw@seu.edu.cnn4Professor, Institute of Geotechnical Engineering, Southeast University, Nanjing, China,nTelephone: +86 25 83792220, Telefax: 86 25 83795086, E-mail: zshong@seu.edu.cn;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Geosynthetics; Bearing capacity; Dry jet mixing; Embankment; Prefabricated vertical drains; Settlement; Soft clay;

    机译:土工合成材料;承载能力;干喷混合;堤;预制垂直排水管;沉降;软黏土;

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