Results 81 to 90 of about 112 (100)
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Cavity expansion-based interpretation of piezocone penetration test (CPTu) data in clays

Geotechnique
A cavity expansion-based method is proposed in this paper to correlate the relevant findings with the piezocone penetration test (CPTu) data in clays. The rigorous and explicit solution for both spherical and cylindrical undrained cavity expansion is adopted based on a unified critical state constitutive model for clays and sands.
Pin-Qiang Mo   +2 more
exaly   +2 more sources

Estimation of Undrained Shear Strength of Overconsolidated Clay Using a Maximum Excess Pore Pressure Method Based on Piezocone Penetration Test (CPTU)

Geotechnical Testing Journal, 2020
ABSTRACT Many methods can be used to evaluate the undrained shear strength (su) in unconsolidated or normally consolidated clay. However, among the many methods, few methods can be used to evaluate the su value in overconsolidated clay. In this paper, based on the piezocone penetration test (CPTU), the maximum excess pore pressure method
Lulu Liu   +5 more
openaire   +1 more source

An Optimized Artificial Neural Network Structure to Predict Clay Sensitivity in a High Landslide Prone Area Using Piezocone Penetration Test (CPTu) Data: A Case Study in Southwest of Sweden

Geotechnical and Geological Engineering, 2016
Application of artificial neural networks (ANN) in various aspects of geotechnical engineering problems such as site characterization due to have difficulty to solve or interrupt through conventional approaches has demonstrated some degree of success. In the current paper a developed and optimized five layer feed-forward back-propagation neural network
openaire   +1 more source

CPTu-SPT correlation analyses based on pairwise data in Southwestern Taiwan

Georisk, 2022
Wenping Gong   +2 more
exaly  

Numerical Study of the Effect of Clay Structure on Piezocone Penetration Test Results

International Journal of Geosynthetics and Ground Engineering, 2021
Rui Jia, Huayang Lei, Lei Huayang
exaly  

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