Combining NSP- and CPTu-based Nkt to evaluate undrained shear strength

Combining NSP- and CPTu-based Nkt to evaluate undrained shear strength

A procedure for estimating reliable ranges of Nkt for direct simple shear (DSS)-based and anisotropically consolidated triaxial compression (CAUC)-based undrained shear strength is presented. The procedure is based on a combination of three Normalized Soil Parameter (NSP) methods and two CPTu (piezo...

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Bibliographic Details
Main Authors: Gerardo W Quirós, Patricia M Peters, Kuat C Gan
Format: Article
Language:English
Published: AIMS Press 2023-02-01
Series:AIMS Geosciences
Subjects:
in situ testing
normalized soil parameters
soft to hard clays
soil sampling effects
stress history
undrained shear strength
Online Access:https://www.aimspress.com/article/doi/10.3934/geosci.2023007?viewType=HTML

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https://www.aimspress.com/article/doi/10.3934/geosci.2023007?viewType=HTML

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