加瑞, 赵栋. 2022. 密度孔压静力触探的测试理论和工程应用综述[J]. 工程地质学报, 30(1): 270-280. doi: 10.13544/j.cnki.jeg.2020-248.
    引用本文: 加瑞, 赵栋. 2022. 密度孔压静力触探的测试理论和工程应用综述[J]. 工程地质学报, 30(1): 270-280. doi: 10.13544/j.cnki.jeg.2020-248.
    Jia Rui, Zhao Dong. 2022. Review on the testing theory and engineering application of density piezocone penetration test[J]. Journal of Engineering Geology, 30(1): 270-280. doi: 10.13544/j.cnki.jeg.2020-248.
    Citation: Jia Rui, Zhao Dong. 2022. Review on the testing theory and engineering application of density piezocone penetration test[J]. Journal of Engineering Geology, 30(1): 270-280. doi: 10.13544/j.cnki.jeg.2020-248.

    密度孔压静力触探的测试理论和工程应用综述

    REVIEW ON THE TESTING THEORY AND ENGINEERING APPLI ̄CATION OF DENSITY PIEZOCONE PENETRATION TEST

    • 摘要: 孔压静力触探试验(CPTU)是目前使用最为广泛的原位测试方法之一,但CPTU不能原位测量土体最基本的指标——密度。密度孔压静力触探试验(DCPTU)是把核子密度仪结合到孔压静力触探系统中,贯入过程中可以同时测量锥尖阻力、侧壁摩阻力、孔隙水压力和密度的一种新型原位测试方法。本文首先介绍了DCPTU的试验装置和密度测试理论;然后通过与室内试验结果对比评价了利用DCPTU测量砂土、黏土、填土地层以及海底淤泥的密度的可靠性,分析了非均质地层中DCPTU测量密度与真实密度的区别、并提出了真实密度剖面的推求方法;然后综述了DCPTU在判别软弱夹层、评价砂土的液化势、检验地基处理效果、检测块状填土中的空隙、调查浮泥层的厚度和密度分布等方面的工程应用;最后展望了DCPTU在工程勘察中的发展趋势和应用前景。

       

      Abstract: Piezocone penetration test(CPTU) is one of the most widely used in-situ testing methods at present,but CPTU cannot in-situ measure the soil density,which is the most basic physical index of soil. Density piezocone penetration test(DCPTU),incorporating the nuclear densitometer into the piezocone penetration system,is a new in-situ testing method that can simultaneously measure the cone resistance,sleeve friction,pore water pressure and density during the penetration. In this paper,the testing apparatus and density testing theory of DCPTU are introduced firstly. Then,the reliability of measuring density of sand,clay,lumpy fill and seabed sediments by DCPTU is evaluated by comparing with laboratory test results. The difference between measured and actual density of heterogeneous strata is analyzed and a method for deducing the actual density profile is proposed. The engineering applications of DCPTU,including identification of soft interlayer,evaluation of liquefaction potential of sand,examination of the effect of ground improvement,detection of spaces of lumpy fill,and investigation of the thickness and density distribution of fluid mud layer,were summarized. Finally,the development trend and application prospect of DCPTU in measuring maximum shear modulus of soil,in situ evaluating soil structure and in situ testing physical and mechanical properties of unfavorable ground are forecasted.

       

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