Friction and maximum dilatancy angles of granular soils incorporating low plastic fines and depositional techniques effects-Reference-Cited by-同舟云学术

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Friction and maximum dilatancy angles of granular soils incorporating low plastic fines and depositional techniques effects

Published:2021-11-12 Issue: Volume: Page:1-23
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Mahmoudi Youcef¹,Cherif Taiba Abdellah¹,Hazout Leila²,Belkhatir Mostefa¹³

Affiliation:

1. Laboratory of Material Sciences & Environment, University of Chlef, Chlef, Algeria

2. Saâd Dahlab University of Blida, Blida, Algeria

3. Laboratory of Soil Mechanics, Foundation Engineering & Environmental Geotechnics, Bochum Ruhr University, Bochum, Germany

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2021.1999334

Reference49 articles.

1. Experimental Investigation of Cement Treated Sand Behavior Under Triaxial Test

2. Influence of Particle Morphology on the Friction and Dilatancy of Sand

3. Influence of Particle Morphology on 3D Kinematic Behavior and Strain Localization of Sheared Sand

4. Comportement monotone et cyclique d'un sable limoneux

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1. Effect of aperture size on the interface shear behavior of gridded cementitious geocomposite on sand soil with different relative densities;Construction and Building Materials;2024-06

2. Drained shear behavior of coral sand-diatom mixtures;Transportation Geotechnics;2024-05

3. Influence of non-plastic fines and density state on stress-dilatancy behavior of coral sand: an experimental investigation;Acta Geotechnica;2024-04-10

4. Discussion of “Particle breakage characteristics and grading evolution of calcareous sand under various stress paths”, by Mingxing Luo, Xiaoxuan Liu, Li Zhong and Cai Wu; Marine Georesources & Geotechnology, DOI: 10.1080/1064119X.2024.2302060.;Marine Georesources & Geotechnology;2024-03-23

5. Discussion of “Flexural and Shear Strength Properties of Laterite Soil Stabilized with Rice Husk Ash, Coir Fiber, and Lime”, by Rithy Domphoeun and Amin Eisazadeh (2024), Published in Transportation Infrastructure Geotechnology, DOI.org/10.1007/s40515-023-00364-5;Transportation Infrastructure Geotechnology;2024-03-02

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