A cavity expansion–based solution for interpretation of CPTu data in soils under partially drained conditions

PQ Mo, XW Gao, W Yang, HS Yu - International Journal for …, 2020 - Wiley Online Library
A cavity expansion–based solution is proposed in this paper for the interpretation of CPTu
data under a partially drained condition. Variations of the normalized cone tip resistance …

[HTML][HTML] Cavity expansions in partially drained soils and a comparison to CPT results

AR Russell, Y Wang, N Khalili - Computers and Geotechnics, 2023 - Elsevier
Cylindrical and spherical cavity expansions in soils are of interest, especially when
interpreting cone penetration tests (CPTs) and pressuremeter tests (PMTs). Here the cavity …

Stochastic mechanics-based Bayesian method calibrating the constitutive parameters of the unified model for clay and sand with CPTU data

Y Fu, C Ma, Y Bian, G Lv, Y Hu, C Wang - Acta Geotechnica, 2022 - Springer
Abstract Compared with the Cam-Clay model, Clay and Sand Model (CASM) imported the
state parameter, which can describe the complicated mechanical behaviors for clay and …

Drained cavity expansion analysis with a unified state parameter model for clay and sand

PQ Mo, HS Yu - Canadian Geotechnical Journal, 2018 - cdnsciencepub.com
This paper presents an analytical solution for drained expansion in both spherical and
cylindrical cavities with a unified state parameter model for clay and sand (CASM). The …

Analytical cavity expansion-critical state model for piezocone dissipation in fine-grained soils

SE Burns, PW Mayne - Soils and foundations, 2002 - Elsevier
After the arrest of cone penetration in clays and silts, excess porewater pressures decay with
time until Δu= 0 and hydrostatic conditions prevail. A dissipation model is developed and …

Interpretation of cone penetration test data in layered soils using cavity expansion analysis

PQ Mo, AM Marshall, HS Yu - Journal of Geotechnical and …, 2017 - ascelibrary.org
Cavity expansion theory plays an important role in many geotechnical engineering
problems, including the cone penetration test (CPT). One of the challenges of interpreting …

Interpretation of pore pressure dissipation of CPTu in intermediate soil considering partial drainage effect

Y Zhang, H Wang, T Liu, H Liu, S Deng - Ocean Engineering, 2022 - Elsevier
The degree of drainage that occurs during structure-soil interaction is a crucial factor that
affects the stress on the structure in the intermediate soil. The consolidation coefficient is the …

Analysis of CPT end resistance at variable penetration rates using the spherical cavity expansion method in normally consolidated soils

Y Suzuki, BM Lehane - Computers and Geotechnics, 2015 - Elsevier
This paper presents numerical analyses simulating Cone Penetration Test (CPT) end
resistance under various drainage conditions. The CPT end resistance was assessed using …

Generalized CPT method for evaluating yield stress in soils

PW Mayne - Geo-Congress 2014: Geo-Characterization and …, 2014 - ascelibrary.org
A generalized approach for first-order estimations of the effective yield stress (σy'=
preconsolidation stress) in a variety of soil types is developed for the cone penetration test …

Analysis of cavity expansion in sand

R Salgado, MF Randolph - International Journal of Geomechanics, 2001 - ascelibrary.org
Cavity expansion analysis plays a significant role in modern soil mechanics. The analysis of
many of the most important problems in the practice of geotechnical engineering (such as …