Relation between fracture size and shear behavior of a single fracture in granite

A. A. Giwelli, Kiyotoshi Sakaguchi, K. Matsuki

Research output: Chapter in Book/Report/Conference proceedingConference contribution

3 Citations (Scopus)

Abstract

This paper presents the results on the size effect of a tensile fracture in granite on the shear behavior determined by direct shear tests with a normal stress of 10MPa. Normal and shear stresseswere unloaded at designated shear displacements, and the change in the surface topographywas measured by using a non-contact surface profile measurement system with a laser profilometer, to determine the evolution of surface damage and aperture during shear. The standard deviation of the initial aperture of the sheared fracture significantly increases with both shear displacement and fracture size, resulting in an increase in the non-linearity of the closure curve with shear displacement. Furthermore, while the shear stiffness of the fracture in the initial stage decreases with fracture size, that in the residual stage increases with fracture size. In addition, itwas shown that the damage zones are enlarged and localized with shear displacement and tend to form perpendicular to the shear displacement.

Original languageEnglish
Title of host publicationRock Mechanics in Civil and Environmental Engineering - Proceedings of the European Rock Mechanics Symposium, EUROCK 2010
Pages211-214
Number of pages4
Publication statusPublished - 2010 Dec 1
EventEuropean Rock Mechanics Symposium, EUROCK 2010 - Lausanne, Switzerland
Duration: 2010 Jun 152010 Jun 18

Publication series

NameRock Mechanics in Civil and Environmental Engineering - Proceedings of the European Rock Mechanics Symposium, EUROCK 2010

Other

OtherEuropean Rock Mechanics Symposium, EUROCK 2010
Country/TerritorySwitzerland
CityLausanne
Period10/6/1510/6/18

ASJC Scopus subject areas

  • Geology
  • Geotechnical Engineering and Engineering Geology

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