Cyclic and post-cyclic shear behaviour of interface between geogrid and EPS beads-sand backfill
Published 2018 View Full Article
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Title
Cyclic and post-cyclic shear behaviour of interface between geogrid and EPS beads-sand backfill
Authors
Keywords
EPS beads, shear stiffness, damping ratio, cyclic direct shear, post-cyclic direct shear, sand-geogrid interface
Journal
KSCE Journal of Civil Engineering
Volume -, Issue -, Pages -
Publisher
Springer Nature
Online
2018-01-05
DOI
10.1007/s12205-018-0945-2
References
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Note: Only part of the references are listed.- An investigation on the geotechnical properties of sand–EPS mixture using large oedometer apparatus
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- Laboratory study of expanded polystyrene (EPS) geofoam used with expansive soils
- (2007) S. Banu Ikizler et al. GEOTEXTILES AND GEOMEMBRANES
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