Nondestructive Shear Stiffness Evaluation of EPS-Sand Composites Using Quartz and Calcareous Aggregates-Reference-Cited by-同舟云学术

Nondestructive Shear Stiffness Evaluation of EPS-Sand Composites Using Quartz and Calcareous Aggregates

Published:2023-07 Issue:7 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Bekranbehesht Bahareh¹,Rezvani Reza²^ORCID,Payan Meghdad³^ORCID,Jamshidi Chenari Reza⁴^ORCID

Affiliation:

1. Master’s Graduate, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Guilan, Rasht 4199613776, Iran.

2. Assistant Professor, Dept. of Civil Engineering, Faculty of Technology and Engineering (Eastern Guilan), Univ. of Guilan, Rudsar 4199613776, Iran. ORCID: .

3. Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Guilan, Rasht 4199613776, Iran (corresponding author). ORCID: .

4. Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Guilan, Rasht 4199613776, Iran; Postdoctoral Research Fellow, Dept. of Civil Engineering, GeoEngineering Center at Queen’s RMC, Royal Military College of Canada, Kingston, ON, Canada. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-15189

Reference73 articles.

1. Cyclic and Post-Cyclic Shear Behaviour of Interface between Geogrid and EPS Beads-Sand Backfill

2. Dynamic properties of EPS-sand mixtures using cyclic triaxial and bender element tests

3. Shaking table study on sand-EPS beads-mixtures using a laminar box

4. Assessment of the hydraulic characteristics of aggregate-expanded polystyrene beads composite using enhanced standard proctor compaction test configuration;Alizadeh Nik S.;Iran. J. Sci. Technol. Transact. Civ. Eng.,2022

5. Changes to particle characteristics associated with the compression of sands

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