Evaluating aqaba marine sand geotextile interface shear strength
Author:
Affiliation:
1. Civil Engineering Department, Hashemite University, Zarqa, Jordan
Publisher
Informa UK Limited
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19386362.2019.1651985
Reference54 articles.
1. Adams, M., J. Nicks, T. Stabile, J. Wu, W. Schlatter, and J. Hartmann. 2011. Geosynthetic Reinforced Soil Integrated Bridge System – Synthesis Report. FHWAHRT-11-027. (and Interim Implementation Guide. FHWA-HRT-11-026), 64–169. Washington, DC: Federal Highway Administration, US Department of Transportation.
2. Influence of particle shape on the shear strength and dilation of sand-woven geotextile interfaces
3. Role of soil inherent anisotropy in peak friction and maximum dilation angles of four sand-geosynthetic interfaces
4. Effect of grain crushing and bedding plane inclination on Aqaba sand behavior
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