Results 61 to 70 of about 166 (143)
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 +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]
Gago F +3 more
europepmc +1 more source
Time-dependent bearing capacity of jacked piles in K0 consolidated clay based on CPTU tests
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
Conventional empirical equations for estimating undrained shear strength (su) from piezocone penetration test (CPTu) data, without incorporating soil physical properties, often lack the accuracy and robustness required for geotechnical site ...
Meng Wu, Zening Zhao, Guojun Cai
doaj +1 more source
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
An overview of in situ testing and geophysical methods to investigate municipal solid waste landfills. [PDF]
Juarez MB, Mondelli G, Giacheti HL.
europepmc +1 more source
A Novel Method for Estimating the Undrained Shear Strength of Marine Soil Based on CPTU Tests
The 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
doaj +1 more source
Study on Mechanical Properties of Permeable Polymer Treated Loess. [PDF]
Zhao W, Guo C, Wang C, Wang Y, Wang L.
europepmc +1 more source
CPT-DMT Correlations on Regional Soils from Croatia. [PDF]
Grabar K +3 more
europepmc +1 more source
The Identification of the Uncertainty in Soil Strength Parameters Based on CPTu Measurements and Random Fields. [PDF]
Pieczyńska-Kozłowska J +2 more
europepmc +1 more source

