Critical crack opening of Charcoal granite

A. Fakhimi, Pouyan Asem, Ali Tarokh, J. F. Labuz

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

Abstract

A simple testing apparatus has been designed for measurement of tensile strength of rock and characterization of fracture parameters such as critical crack opening displacement. The apparatus is a hardened-steel beam with a notch and a cut-out, designed so that the rock specimen is subjected to uniform stress through its thickness with negligible bending. The dimensions of the apparatus are length = 280.0 mm, height = 100.0 mm, and thickness = 26.5 mm; the notch length = 60.0 mm and width = 2.0 mm. Two strain gages, SG 1 and 2, are attached near the notch tip and the apparatus is calibrated to provide the tensile stress in the specimen. A Charcoal granite specimen with side notches at its center was used for testing within a closed-loop, servo-hydraulic load with crack opening displacement (COD) at a rate of 0.02 micron/s used as the feedback signal. The rock specimen was attached to the bottom cut-out using an epoxy adhesive. Two strain gages were installed on the rock surface close to the notch tips. Digital image correlation (DIC) was used to investigate the displacement field and the symmetry of displacement along the ligament length. The crack initiation and propagation in the post-peak regime is discussed using the data from the strain gages and DIC. The results show that the apparatus can be used to investigate post-peak response and critical crack opening displacement of a brittle rock.

Original languageEnglish (US)
Title of host publication56th U.S. Rock Mechanics/Geomechanics Symposium
PublisherAmerican Rock Mechanics Association (ARMA)
ISBN (Electronic)9780979497575
StatePublished - 2022
Event56th U.S. Rock Mechanics/Geomechanics Symposium - Santa Fe, United States
Duration: Jun 26 2022Jun 29 2022

Publication series

Name56th U.S. Rock Mechanics/Geomechanics Symposium

Conference

Conference56th U.S. Rock Mechanics/Geomechanics Symposium
Country/TerritoryUnited States
CitySanta Fe
Period6/26/226/29/22

Bibliographical note

Funding Information:
Support for Dr. Ali Fakhimi and Dr. Pouyan Asem was provided by the J.S. Braun/Braun Intertec Visiting Professorship at the Department of Civil, Environmental, and Geo- Engineering, University of Minnesota.

Publisher Copyright:
© 2022 ARMA, American Rock Mechanics Association.

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