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Cyclic behavior of various sands and structural materials interfaces
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  • Journal title : Geomechanics and Engineering
  • Volume 10, Issue 1,  2016, pp.1-19
  • Publisher : Techno-Press
  • DOI : 10.12989/gae.2016.10.1.001
 Title & Authors
Cyclic behavior of various sands and structural materials interfaces
Cabalar, Ali Firat;
This paper presents the results of an intensive experimental investigation on cyclic behavior of various sands and structural materials interface. Comprehensive measurements of the horizontal displacement and shear stresses developed during testing were performed using an automated constant normal load (CNL) cyclic direct shear test apparatus. Two different particle sizes (0.5 mm-0.25 mm and, 2.0 mm-1.0 mm) of sands having distinct shapes (rounded and angular) were tested in a cyclic direct shear testing apparatus at two vertical stress levels (${\sigma}
interface;sand;structural materials;cyclic direct shear test;
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