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An Experimental Study for the Cyclic Interface Properties of the EPS–sand Mixtures Reinforced with Geogrid

  • Reza Jamshidi ChenariEmail author
  • Reza Ebrahimi Khonachah
  • Iman Hosseinpour
  • Aghileh Khajeh
Research paper
  • 21 Downloads

Abstract

Design and analysis of geosynthetic-reinforced soil structures subjected to repeated loading (e.g. compaction, traffic and earthquake loads) require a proper understanding of the cyclic soil–geosynthetic interface behaviour. This research is undertaken to study the interface properties between sand-expanded polystyrene (EPS) mixtures and geogrid reinforcement under cyclic loading. A series of cyclic tests is performed and the influences of normal stresses, cyclic shear amplitudes and number of cycles are studied. The experiments are conducted using a large-scale direct shear test device allowing to perform displacement-controlled cyclic tests. Accordingly, the influence of the aforementioned parameters on interface shear stiffness and damping ratio is discussed. The results of the experiments showed that adding 0.9% EPS beads to the sand bed leads to the decrease in interface shear stiffness by 30% to 63%, depending on the shear displacement amplitude. In contrast, for the same EPS content ratio, the interface damping increases roughly twice, irrespective of the applied shear displacement amplitude. The value of hardening factor was also found to increase with cycle number under different normal stress levels.

Keywords

Geogrid Interface Cyclic direct shear test EPS geofoam Damping Shear stiffness 

List of Symbols

EPS

Expanded polystyrene

PET

POLYESTER

LVDT

Linear variable differential transformer

USCS

Unified soil classification system

Gs

Specific density of the soil (–)

Dr

Relative density (%)

γd

Dry unit weight (kN/m3)

D10

Effective size (mm)

Cc

Coefficient of curvature (–)

Cu

Coefficient of uniformity (–)

Tu

Ultimate tensile strength of geogrid (kN/m)

η

EPS content ratio (%)

χ

EPS volumetric ratio (%)

σn

Normal stress applied (kPa)

τmax

Maximum shear stress (kPa)

τmin

Minimum shear stress (kPa)

Δh,max

Maximum shear displacement (mm)

Δh,min

Minimum shear displacement (mm)

K

Interface shear stiffness (MPa/m)

D

Interface damping ratio (%)

A

Shear displacement amplitude (mm)

Dτ

Degradation factor (–)

Hτ

Hardening factor (–)

τn

Shear stress at the nth cycle (kPa)

τ10

Shear stress at the tenth cycle (kPa)

N

Number of cycles (–)

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Copyright information

© Iran University of Science and Technology 2019

Authors and Affiliations

  1. 1.Department of Civil Engineering, Faculty of EngineeringUniversity of GuilanRashtIran

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