Results 101 to 110 of about 1,481 (218)
Applied SciencesThe technique of static or dynamic probing is the most commonly used research method for characterizing soil media under in situ conditions. It allows engineers and geotechnical specialists to gain crucial insights into the soil properties, which are ...
Grzegorz Bartnik +3 more
doaj +1 more source
Interpretation of undrained shear strength from CPTU equipped with a slot filter
, 2015 CPTU-kairauksessa kärkivastusta, vaippakitkaa ja huokospainetta mittaavaa kärkeä pu-ristetaan vakionopeudella maahan. Kärkien mittaustarkkuus on kehittynyt viime vuosina merkittävästi, mikä on lisännyt CPTU-kairauksen käyttömahdollisuuksia etenkin ...
Auvinen, Essi
core
Påverkan av CPTu-konfiguration på utvärderad odränerad skjuvhållfasthet
, 2020 This thesis evaluates the commonly used geotechnical probing method CPTu, on how different probe configurations impact the resulting evaluated undrained shear strength in soft clay deposits, in comparison to each other and laboratory methods.
Stenfors, Axel, Mjöberg, Mårten
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Cone penetration test dataset Premstaller Geotechnik. [PDF]
Data Brief, 2021 Oberhollenzer S +5 more
europepmc +1 more source
Study on Mechanical Properties of Permeable Polymer Treated Loess. [PDF]
Materials (Basel), 2022 Zhao W, Guo C, Wang C, Wang Y, Wang L.
europepmc +1 more source
Undrained Shear Strength of Marine Clays of Shihwa Region Obtained from CPTu
, 2003 Estimation of undrained shear strength (su) of clayey soils from piezocone penetration test (CPTu), which has widely been known as one of very promising in situ test methods, requires piezocone factors.
장인성, 김범상
core
Secondary compression of Venice Lagoon sands and silts from CPTU
, 2013 A consistent database of research-quality piezocone penetration tests (CPTU) and subsoil deformation measurements, assembled within an extensive research programme carried out at the Treporti Test Site (Venice, Italy), is analyzed in order to study the ...
Bersan S. +4 more
core +1 more source
Applied SciencesClarity in monitoring existing foundation structures demands innovative safety analysis methodologies for deep foundations, necessitating advanced models calibrated with real-world field parameters.
Jair de Jesús Arrieta Baldovino +2 more
doaj +1 more source
Prediction of Pile Shaft Capacity in Tension Based on Some Direct CPT Methods-Vistula Marshland Test Site. [PDF]
Materials (Basel), 2022 Zwara Ł, Bałachowski L.
europepmc +1 more source
Experimental Validation of Deflections of Temporary Excavation Support Plates with the Use of 3D Modelling. [PDF]
Materials (Basel), 2022 Marek K +4 more
europepmc +1 more source