The Application of Piezocone Penetration Test (CPTU) in Water Area Hydrogeological Investigation [PDF]
E3S Web of Conferences, 2021 Piezocone penetration test device imported from the Netherlands was used to conduct pore pressure dissipation tests at 4 measuring points in 2 holes in the water area of Sutong GIL utility tunnel project.
Gu Xueying, Jiang Yukun, Zhou Lihong
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Investigation of piezocone dissipation test interpretation in clay accounting for vertical and horizontal porewater pressure dissipation with a large deformation axisymmetric penetration model [PDF]
Frontiers in Built EnvironmentThe piezocone (CPTu) dissipation test is used to characterize how the applied load from the penetrating cone is distributed between the soil and pore fluid during both penetrometer advancement and when penetration is paused.
Diane Moug +2 more
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An artificial neural network based model to predict spatial soil type distribution using piezocone penetration test data (CPTu) [PDF]
Bulletin of Engineering Geology and the Environment, 2018 Soil types mapping and the spatial variation of soil classes are essential concerns in both geotechnical and geoenvironmental engineering.
Abdolvahed Ghaderi +2 more
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Development and performance testing of in-flight miniature CPTu equipment on ZJU-400 centrifuge
Yantu gongcheng xuebao, 2022 The piezocone penetration test (CPTu) is an important in-situ soil testing method widely used in conventional 1g condition in engineering practices.
ZHOU Yan-guo 1, 2, 3, WANG Zhi-nan 1, 2, 3, MA Qiang 1, 2, 3, LIANG Tian 4, CHEN Yun-min 1, 2, 3
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Evaluating Liquefaction Phenomenon Of Silty Sand Using Piezocone Penetration Test (CPTu)
UKaRsT, 2022 Most investigations into liquefaction have focused on clean sandy soils, with time, evidence has grown that liquefaction is often associated with silty sand material. Sibalaya Village, which suffered the greatest damage from the Palu-Donggala earthquake, is dominated by silty sand material.
Johan, Albert +2 more
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The Use of CPTU and DMT Methods to Determine Soil Deformation Moduli—Perspectives and Limitations
Studia Geotechnica et Mechanica, 2023 The article presents the concept of determining constrained modulus—M0, initial shear modulus—G0, Young modulus—E, and rigidity index—IR on the basis of parameters from static penetration tests CPTU (Piezocone Penetration Testing), SCPTU (Seismic ...
Młynarek Z., Wierzbicki J., Lunne T.
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Characterization of Norwegian marine clays with combined shear wave velocity and piezocone cone penetration test (CPTU) data [PDF]
Canadian Geotechnical Journal, 2010 A database of research-quality piezocone cone penetration test (CPTU) and shear wave velocity, Vs, information for Norwegian marine clays has been assembled to study the small-strain stiffness relationships for these materials and to examine the potential use of CPTU and Vs data in combination for the purposes of characterizing these soils.
Long, Michael, Donohue, Shane
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Evaluating geoparameters of Maine sensitive clay by CPTU [PDF]
, 2022 publishedVersio
Agaiby, S. S. +3 more
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Finite deformation simulation of CPTu tests in saturated structured clays [PDF]
, 2021 In this paper a finite deformation version of an isotropic hardening elastoplastic constitutive model for bonded soils is used to reproduce the behaviour of a saturated soft structured clay during the penetration of a piezocone in standard CPTu tests ...
Ciantia, Matteo O. +2 more
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Canadian Geotechnical Journal, 2020 A well-established analytical model based on spherical cavity expansion and critical state soil mechanics theories is applied to piezocone soundings for profiling the yield stress and overconsolidation ratio of five soft sensitive test sites located in Finland.
Di Buò, Bruno +4 more
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