Cyclic Hysteretic Behavior and Development of the Secant Shear Modulus of Sand under Drained and Undrained Conditions-Reference-Cited by-同舟云学术

Cyclic Hysteretic Behavior and Development of the Secant Shear Modulus of Sand under Drained and Undrained Conditions

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Le Viet Hung¹^ORCID,Glasenapp Ralf²,Rackwitz Frank³^ORCID

Affiliation:

1. Chair of Soil Mechanics and Geotechnical Engineering, Technische Universität Berlin, Gustav-Meyer-Allee 25, Berlin 13355, Germany (corresponding author). ORCID: .

2. Dept. III—Civil Engineering and Geographic Information Systems, Chair of Geotechnics, Berliner Hochschule für Technik, Building Bauwesen, Room D E22, Luxemburger Straße 10, Berlin 13353, Germany.

3. Chair of Soil Mechanics and Geotechnical Engineering, Technische Universität Berlin, Gustav-Meyer-Allee 25, 13355 Berlin, Germany. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9380

Reference25 articles.

1. ASTM. 2003. Standard test methods for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus. ASTM D3999-1991 (Reapproved 2003). West Conshohocken, PA: ASTM.

2. ASTM. 2019. Standard test method for consolidated undrained direct simple shear test under constant volume with load controll or displacement controll. ASTM D8296-19. West Conshohocken, PA: ASTM.

3. DIN (Deutsche Institut für Normung e.V.). 2022. Soil, investigation and testing-Determination of density of non cohesive soils for maximum and minimum compactness. DIN 18126:2022-10. Berlin: Beuth Verlag.

4. A Direct Simple Shear Device for Measuring Small-Strain Behavior

5. A Simple Gauge for Local Small Strain Measurements in the Laboratory