Improving the interpretation of undrained shear strength from piezocone penetration tests by integrating soil physical properties using a hybrid meta-heuristic algorithm-Reference-Cited by-同舟云学术

Improving the interpretation of undrained shear strength from piezocone penetration tests by integrating soil physical properties using a hybrid meta-heuristic algorithm

Published:2025-05 Issue:5 Volume:17 Page:3180-3197
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Wu Meng,Zhao Zening,Cai Guojun

Funder

National Natural Science Foundation of China

National Science Fund for Distinguished Young Scholars

National Key Research and Development Program of China

Publisher

Elsevier BV

Reference80 articles.

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2. Empirical correlations of soil parameters based on cone penetration test (CPT) for Greek soils;Anagnostopoulos;Geotech. Geol. Eng.,2003

3. Geotechnical parameters of very soft clays from CPTu;Almeida,2010

4. Use of in-situ tests for foundation design on clay;Aas,1986

5. Standard Test Method for Electronic Friction Cone and Piezocone Penetration Testing of Soils,2012

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