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Estimation of grain characteristics of soils by using cone penetration test (CPT) data

2020
Due to lack of sou sampling during a conventional cone penetration testing (CPT), it is necessary to classify soils based on recorded tip and sleeve friction and pore pressure (if available) values. However, currently available soil classification models are based on deterministic and judgemental determination of soil classification boundaries which do
openaire   +2 more sources

The use of Cone Penetration Tests (CPT) for the study of the dynamic characteristics of the soils

2020
This paper describes and compares the results of in situ investigations performed on two Sicilian test sites: Augusta Saline (SR) and Catania STM M6 areas. The studies were carried out to determine the variation of shear modulus with depth by Cone Penetration Tests (CPT), Standard Penetration Tests (SPT), Down - Hole Tests (DHT), Seismic Dilatometer ...
openaire   +2 more sources

Cone penetration test (CPT): international reference test procedure

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1990
E.E. De Beer   +3 more
openaire   +1 more source

Characterization of Autocovariance Parameters of Detrended Cone Tip Resistance from a Global CPT Database

Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2023
Jianye Ching   +2 more
exaly  

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