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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;
 Abstract
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}
 Keywords
interface;sand;structural materials;cyclic direct shear test;
 Language
English
 Cited by
1.
Evaluation of soil-concrete interface shear strength based on LS-SVM,;;;;;;

Geomechanics and Engineering, 2016. vol.11. 3, pp.361-372 crossref(new window)
1.
Effect of Particle Size Distribution on Soil-Steel Interface Shear Behavior, Soil Mechanics and Foundation Engineering, 2017, 54, 5, 310  crossref(new windwow)
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