Results 81 to 90 of about 1,872 (191)

Time-dependent bearing capacity of jacked piles in K0 consolidated clay based on CPTU tests

Yantu gongcheng xuebao, 2017
Based on the SMP criterion-based K0 consolidated anisotropic Cam-clay model, an analytical solution to cylindrical cavity expansion for pile installation is derived.
LI Jing-pei 1, 2, LI Lin 1,2, SUN De-an 3, GONG Wei-bing 1, 2
doaj   +1 more source

Prediction and Determination of Undrained Shear Strength of Soft Clay at Bukit Raja [PDF]

, 1997
This paper presents the results of a study to predict and determine undrained shear strength, s", a very important parameter in design practice, for Klang clay, Malaysia.
Abu Kassim, Azmi, Ahmed, Jimjali, Jaadil, Jamilah, Jamaludin, Azmi, Mohd Amin, Jamal, Taha, Mohd Raihan   +5 more
core  

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, Vlcek J, Valaskova V, Florkova Z.   +3 more
europepmc   +1 more source

Comparison of the Piezocone Penetrometer (CPTU) and Flat Dilatometer (DMT) Methods for Landslide Characterisation

Geosciences
The increasing occurrence of landslides worldwide causes many human casualties and huge socio-economic losses. Therefore, the fastest and most accurate characterisation of landslides is important.
Kristijan Grabar, Jasmin Jug, Anja Bek, Stjepan Strelec   +3 more
doaj   +1 more source

The comparative analysis of the seismic test results performed using the cross-hole and down-hole methods in terms of test reliability and efficiency

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, Gogolik Sławomir, Kroll Maciej, Janicki Krzysztof   +3 more
doaj   +1 more source

Evaluating geoparameters of Maine sensitive clay by CPTU [PDF]

, 2022
publishedVersio
Agaiby, S. S., Di Buo, B., Mayne, P. W., Paniagua Lopez, Ana Priscilla   +3 more
core  

Interpretation of Piezocone Penetration Tests in Centrifuge

Japanese Geotechnical Society Special Publication, 2020
Jianhong Zhang, Hao Wang
openaire   +2 more sources

Effect of penetration rate and filter location on piezocone test results

KSCE Journal of Civil Engineering, 2004
The effects of penetration rate on the piezocone penetration and dissipation test results with filter element locations were experimentally studied. Six kinds of piezocone tests were conducted for the U1 (filter element at the cone tip) and U2 (filter element behind the cone base) miniature piezocone penetrometers and the K33 specimen (mixture of 33 ...
openaire   +1 more source

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.
europepmc   +1 more source

The Interpretation of Incomplete Piezocone Dissipation Tests. [PDF]

, 2020
Piezocone testing was developed during the late 1970’s. It was based on the cone penetration test, (CPT), and piezometer probes of the time. This development occurred in various countries simultaneously.
Rust, Ebenhaezer.
core   +1 more source