The influence of pore pressure gradients in soil classification during piezocone penetration test
Engineering Geology, 2013 Abstract The standard cone penetration test (CPT) measures the resistance at the tip ( q c ) during constant rate of penetration as well as the friction/adhesion along the sleeve ( fs ). The excess porewater pressures generated as a result of the penetration can also be measured by a piezometer/transducer ( u 2 ) located immediately behind the cone
openaire +2 more sources
E3S Web of Conferences, 2018 Seismic tests are becoming more and more meaningful in modern geoengineering since they allow precise assessment of changes in the analyzed profile of soil deformation parameters at very small strain.
Tschuschke Wojciech +3 more
doaj +1 more source
Laboratory Testing of Kinetic Sand as a Reference Material for Physical Modelling of Cone Penetration Test with the Possibility of Artificial Neural Network Application. [PDF]
Materials (Basel), 2022 Gago F +3 more
europepmc +1 more source
Interpretation of the lime column penetration test
, 2010 Dry soil mix (DSM) columns can be used to reduce the settlement of embankments constructed on soft clays and to improve the stability. During construction the shear strength of the columns needs to be confirmed for compliance with technical assumptions ...
Liyanapathirana, Samanthika (R14043) +1 more
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An overview of in situ testing and geophysical methods to investigate municipal solid waste landfills. [PDF]
Environ Sci Pollut Res Int, 2023 Juarez MB, Mondelli G, Giacheti HL.
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A Novel Method for Estimating the Undrained Shear Strength of Marine Soil Based on CPTU Tests
Journal of Marine Science and EngineeringThe undrained shear strength is an essential parameter in the foundation design of marine structures. Due to the complex marine environment and technical limitations, it is difficult and costly to obtain offshore samples.
Sai Fu +4 more
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Study on Mechanical Properties of Permeable Polymer Treated Loess. [PDF]
Materials (Basel), 2022 Zhao W, Guo C, Wang C, Wang Y, Wang L.
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Estimating hydraulic conductivity from piezocone soundings
, 2011 A method for estimating the hydraulic conductivity ofsoils from piezocone penetration tests is suggested in this paper. By invoking Darcy's law over the finite time required for an increment of cone penetration, it isargued that there will be some water ...
Chai, Jinchun +4 more
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Analysis of piezocone penetration under different drainage conditions with the two-phase Material Point Method [PDF]
, 2016 The piezocone penetration test (CPTU) is commonly used to identify the soil profile and to estimate material properties. Depending on the soil type, ranging from clay to sand, undrained, partially drained or drained conditions may occur during cone ...
SIMONINI, PAOLO +2 more
core +1 more source
CPT-DMT Correlations on Regional Soils from Croatia. [PDF]
Sensors (Basel), 2022 Grabar K +3 more
europepmc +1 more source