A relation between undrained CPTu results and the state parameter for liquefiable soils
L Monforte, M Arroyo, A Gens - Canadian Geotechnical Journal, 2023 - cdnsciencepub.com
This paper presents a new interpretation procedure to estimate the initial state parameter
from cone penetration testing (CPTu) in undrained conditions based on the results from a …
from cone penetration testing (CPTu) in undrained conditions based on the results from a …
A relation between cone metrics and the state parameter for liquefiable soils
This paper presents a new interpretation procedure to estimate the initial state parameter
from cone penetration testing (CPTu) in undrained conditions based on the results from a …
from cone penetration testing (CPTu) in undrained conditions based on the results from a …
Analysis of cone penetration in brittle liquefiable soils
The paper presents a comprehensive set of simulations of the cone penetration test with
pore pressure measurements (CPTu test) in brittle, potentially liquefiable, soils using …
pore pressure measurements (CPTu test) in brittle, potentially liquefiable, soils using …
Cavity expansion-based interpretation of piezocone penetration test (CPTu) data in clays
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 …
with the piezocone penetration test (CPTu) data in clays. The rigorous and explicit solution …
Undrained strength from CPTu in brittle soils: A numerical perspective
Static liquefaction of soils that have a brittle undrained response (hydraulic fills, mine tailings
or sensitive clays) may lead to sudden failures of large consequence. Given the importance …
or sensitive clays) may lead to sudden failures of large consequence. Given the importance …
Advanced modelling of piezocone penetration test using cavity expansion theory and interpretation simulator development
S Chen, K Liu - 2018 - rosap.ntl.bts.gov
The piezocone penetration test (CPTu) is a well-established and efficient tool used in
geotechnical engineering for measuring/interpreting the fundamental soil properties …
geotechnical engineering for measuring/interpreting the fundamental soil properties …
[HTML][HTML] Cavity expansions in partially drained soils and a comparison to CPT results
Cylindrical and spherical cavity expansions in soils are of interest, especially when
interpreting cone penetration tests (CPTs) and pressuremeter tests (PMTs). Here the cavity …
interpreting cone penetration tests (CPTs) and pressuremeter tests (PMTs). Here the cavity …
A cavity expansion–based solution for interpretation of CPTu data in soils under partially drained conditions
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 …
data under a partially drained condition. Variations of the normalized cone tip resistance …
[PDF][PDF] Interpretation of a cyclic Cone Penetration Test (CPT) under saturated conditions: numerical and experimental approaches
H Hosseini-Sadrabadi, F Celeste… - Proceedings of the …, 2019 - ecsmge-2019.com
This project aims at improving the interpretation of the CPT (without measurement of pore
pressure) for the recognition of liquefiable soils. We present numerical and experimental …
pressure) for the recognition of liquefiable soils. We present numerical and experimental …
[图书][B] Miniature Cone Penetration Test on Loose Sand
SD Monfared - 2014 - search.proquest.com
Considering the difficulties associated with preparing loose sand samples in large
calibration chambers and wide area of research on the behavior of loose sands, miniature …
calibration chambers and wide area of research on the behavior of loose sands, miniature …