Particle shape effect on interfacial properties between granular materials and geotextile-Reference-Cited by-同舟云学术

Particle shape effect on interfacial properties between granular materials and geotextile

Published:2023-07-18 Issue: Volume: Page:1-3
ISSN:1072-6349
Container-title:Geosynthetics International
language:en
Short-container-title:Geosynthetics International

Author:

Cherif Taiba A.¹,Mahmoudi Y.²,Belkhatir M.³

Affiliation:

1. Associate Professor, Laboratory of Material Sciences & Environment, Laboratory of Architecture, Cities and Environment, Hassiba Ben Bouali, University of Chlef, Algeria,(corresponding author)

2. Associate Professor, Laboratory of Material Sciences & Environment, Hassiba Ben Bouali, University of Chlef, Algeria

3. Professor, Alexander von Humboldt Foundation, Berlin, Germany

Publisher

Thomas Telford Ltd.

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgein.23.00059

Reference21 articles.

1. Characterization of Granular Materials Treated with Fly Ash for Road Infrastructure Applications

2. Shear characteristics of fly ash improved sand as an embankment material for road infrastructure purpose

3. The strength and dilatancy of sands

4. Dilatancy and Shear Strength of Sand at Low Confining Pressures

5. Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the-art review

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Assessment of the utilization of cement-treated geotextile as a reinforcement element for highway base layer under cyclic loading;Transportation Geotechnics;2024-09

2. 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

3. Discussion of “on unified characterization of wave velocity of sand: A focus on effect of particle shape”, by Liu et al. [Soil Dynamics and Earthquake engineering 170 (2023) 107904];Soil Dynamics and Earthquake Engineering;2024-01