Shear-Induced Instability of Sand Containing Fines: Using the Equivalent Intergranular Void Ratio as a State Variable-Reference-Cited by-同舟云学术

Shear-Induced Instability of Sand Containing Fines: Using the Equivalent Intergranular Void Ratio as a State Variable

Published:2022-08 Issue:8 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yazdani Ehsan¹^ORCID,Nguyen Amy²,Evans T. Matthew³^ORCID

Affiliation:

1. Yamamuro Fellow and Graduate Research Assistant, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331. ORCID:

2. Staff Engineer, Geoengineers, Seattle, WA; Formerly, Graduate Research Assistant, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.

3. Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002486

Reference83 articles.

1. Altun S. A. B. Göktepe and C. Akgüner. 2005. “Cyclic shear strength of silts and sands under cyclic loading.” In Earthquake Engineering and Soil Dynamics Geotechnical Special Publication 133 edited by R. W. Kalinski S. L. Kramer M. Manzari and J. Pauschke 1–11. Reston VA: ASCE.

2. Liquefaction Testing of Stratified Silty Sands

3. ASTM. 2004. Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM D6913. West Conshohocken, PA: ASTM.

4. ASTM. 2016. Standard test method for particle-size distribution (gradation) of fine grained soils using the sedimentation (hydrometer) analysis. ASTM D7928. West Conshohocken, PA: ASTM.

5. Undrained shear strength of sand-silt mixture: Effect of intergranular void ratio and other parameters

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