Use of Linear Extrapolation to Estimate Critical State Void Ratio from Drained Triaxial Shear Tests on Dense Cohesionless Soil
Within the strain level attainable in drained triaxial tests, it is not uncommon for dense cohesionless soil to be sheared insufficiently to reach the critical state. Linear fitting of the correlative data from the maximum stress ratio or minimum dilatancy to the end of the test, and then extrapolat...
Main Authors: | Haifeng Zhang, Guohui Lei |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2024-01-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/14/2/694 |
Similar Items
Similar Items
-
Compression characteristics and models of cohesionless soil
by: Lu MA
Published: (2021-07-01) -
A Generalised Plastic Model for Gravelly Soils Considering Evolution of Void Ratio and Particle Breakage
by: Jiuchang Zhang, et al.
Published: (2021-11-01) -
Correlations for Estimating Coefficients for the Prediction of Maximum and Minimum Index Void Ratios for Mixtures of Sand and Non-Plastic Silt
by: Carmine P. Polito
Published: (2023-10-01) -
Influence of the void ratio of cellular concrete on the corrosion of steel reinforcement
by: Carlos Fernando Gomes do Nascimento, et al.
Published: (2022-01-01) -
Extrapolation methods : theory and practice /
by: Brezinski, Claude, 1941-, et al.
Published: (1991)