Geomechanics and Engineering

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Strain rate effects on soil-geosynthetic interaction in fine-grained soil

  • Safa, Maryam (Institute of Research and Development, Duy Tan University) ;
  • Maleka, Amin (Department of Civil Engineering, Faculty of Engineering, Roudehen Branch, Islamic Azad University) ;
  • Arjomand, Mohammad-Ali (Faculty of Civil Engineering, Shahid Rajaee Teacher Training University) ;
  • Khorami, Masoud (Department of Civil Engineering, Faculty of Engineering, Central Branch, Islamic Azad University) ;
  • Shariati, Mahdi (Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University)
  • Received : 2019.04.15
  • Accepted : 2019.12.14
  • Published : 2019.12.30
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Abstract

Geosynthetic reinforced soil method in coarse-grained soils has been widely used in last decades. Two effective factors on soil-geosynthetic interaction are confining stresses and loading rate in clay. In terms of methodology, one pull-out test with four different strain rates, namely 0.75, 1.25, 1.75 and 2.25 mm/min, and three different normal stresses equal to 20, 50, and 80 kg have been performed on specimens with dimensions of 30×30×17 cm in the saturated, consolidated condition. The obtained results have demonstrated that activation of geosynthetic strength at contact surface depends on the applied stress. In addition, the increase in normal stress would increase the shear strength at contact surface between clay and geogrid. Moreover, it is concluded that the strain rate increment would increase the shear strength.

Keywords

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