Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils

DOI<791::AID-NAG941>3.0.CO;2-6 10.1002/(SICI)1096-9853(1998100)22:10<791::AID-NAG941>3.0.CO;2-6zbMath0967.74559OpenAlexW2077746128MaRDI QIDQ4240101

Murad Y. abu-Farsakh, George Z. Voyiadjis, Mehmet Tümay

Publication date: 27 August 2001

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(1998100)22:10<791::aid-nag941>3.0.co;2-6

zbMATH Keywords

interface frictionelasto-plastic field equationsminiature piezocone penetration testsMohr-Coulomb frictional modelpiezocone penetrometersaturated cohesive soils

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (3)

Future continuum models for granular materials in penetration analyses ⋮ Extending the strain path method analogy for modelling penetrometer installation ⋮ Classical and non-classical kinematic fields of two-dimensional penetration tests on granular ground by discrete element method analyses

Cites Work

• Unnamed Item
• A simple contact-friction interface element with applications to buried culverts

This page was built for publication: Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils