Publisher
Springer Science and Business Media LLC
Subject
Management, Monitoring, Policy and Law,Economics and Econometrics,Geography, Planning and Development
Reference69 articles.
1. Alaie, R., & Jamshidi Chenari, R. (2018). Cyclic and post-cyclic shear behaviour of interface between geogrid and EPS beads-sand backfill. KSCE Journal of Civil Engineering, 22, 3340–3357.
2. Alaie, R., & Jamshidi Chenari, R. (2019). Dynamic properties of EPS beads-sand mixtures using large-scale cyclic triaxial and bender element tests. Geosynthetics International, 26, 563–579.
3. ASTM, D. (2006). Standard test method for unconfined compressive strength of cohesive soil. ASTM Stand. D 2166.
4. ASTM, D. (2009). Standard test method for unconfined compressive strength of compacted soil-lime mixtures.
5. ASTM D698. (2012). Standard test methods for laboratory compaction characteristics of soil using standard effort.
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