Examination of Interface Asperity and Particle Shape on the Mechanical Behavior of Soil-Structure Interfaces Using 3D Printed Models
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-020-2131-6.pdf
Reference51 articles.
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2. Afzali-Nejad A, Lashkari A, Shourijeh PT (2017) Influence of particle shape on the shear strength and dilation of sand-woven geotextile interfaces. Geotextiles and Geomembranes 45(1):54–66, DOI: https://doi.org/10.1016/j.geotexmem.2016.07.005
3. ASTM D2487;ASTM D2487,2017
4. Bhushan B, Nosonovsky M (2004) Comprehensive model for scale effects in friction due to adhesion and two- and three-body deformation (plowing). Acta Materialia 52:2461–2474, DOI: https://doi.org/10.1016/j.actamat.2004.01.038
5. Bolton MD (1987) Discussion: The strength and dilatancy of sands. Géotechnique 37(2):219–226, DOI: https://doi.org/10.1680/geot.1987.37.2.219
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