2021
DOI: 10.1007/978-3-030-77234-5_69
|View full text |Cite
|
Sign up to set email alerts
|

Characterizing the Effect of Fines Content on the Small Strain Shear Modulus of Sand-Silt Mixtures During Hydraulic Hysteresis

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1

Citation Types

0
1
0

Year Published

2023
2023
2024
2024

Publication Types

Select...
2

Relationship

0
2

Authors

Journals

citations
Cited by 2 publications
(1 citation statement)
references
References 24 publications
0
1
0
Order By: Relevance
“…Unsaturated resonant column and bender element tests usually are implemented for small strain tests and unsaturated resonant column-torsional shear, triaxial, simple shear, and hollow cylinder tests are used for medium to large shear strain levels. On the basis of the test results, a number of empirical and semiempirical correlations have also been proposed by researchers for the prediction of small-strain shear modulus and damping ratio [9][10][11][12][13][14][15][16]. The medium to large strain tests on unsaturated soils have also revealed the degradation of the unsaturated shear modulus and the aggradation of the damping ratio with strain level in all unsaturated tested specimens.…”
Section: Introductionmentioning
confidence: 99%
“…Unsaturated resonant column and bender element tests usually are implemented for small strain tests and unsaturated resonant column-torsional shear, triaxial, simple shear, and hollow cylinder tests are used for medium to large shear strain levels. On the basis of the test results, a number of empirical and semiempirical correlations have also been proposed by researchers for the prediction of small-strain shear modulus and damping ratio [9][10][11][12][13][14][15][16]. The medium to large strain tests on unsaturated soils have also revealed the degradation of the unsaturated shear modulus and the aggradation of the damping ratio with strain level in all unsaturated tested specimens.…”
Section: Introductionmentioning
confidence: 99%