Micro-textural controlled variations of the geomechanical properties of andesites

Ündül, F. Amann, N. Aysal, M. Plötze

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

7 Citations (Scopus)

Abstract

Micro-textural variations are essential for understanding variation in strength and failure behavior of rock material. Therefore the effects of petrography and mineralogy on geomechanical properties have been widely investigated. In this study andesitic rock samples with different micro-textural characteristics from three different locations inTurkey were selected. Unconfined compressive strength tests revealed substantial variations in Unconfined Compressive Strength (UCS) and the micro-crack initiation (σCI) threshold. Detailed petro-physical, petrographic and mineralogical analysis (XRD) were used to understand these strength variations. The synthesis of strength, petrographic, micro-structural and mineralogical data suggest, that both, the peak strength and crack initiation threshold are strongly influenced by the distribution of plagioclase, amphibole and biotite phenocrystals, and the mineral composition of the fine-grained matrix.

Original languageEnglish
Title of host publicationISRM International Symposium - EUROCK 2013
Editors Kwasniewski, Lydzba
PublisherInternational Society for Rock Mechanics
Pages357-361
Number of pages5
ISBN (Print)9781138000803
DOIs
Publication statusPublished - 2013
Externally publishedYes
EventISRM International Symposium - EUROCK 2013 - Wroclaw, Poland
Duration: 23 Oct 201326 Oct 2013

Publication series

NameISRM International Symposium - EUROCK 2013

Conference

ConferenceISRM International Symposium - EUROCK 2013
Country/TerritoryPoland
CityWroclaw
Period23/10/1326/10/13

Bibliographical note

Publisher Copyright:
© 2013 Taylor & Francis Group, London.

Fingerprint

Dive into the research topics of 'Micro-textural controlled variations of the geomechanical properties of andesites'. Together they form a unique fingerprint.

Cite this