Comparison of sandstone mechanic properties using acoustic test and direct uniaxial test

Rock mechanic characterization usually can be done through direct test, with uniaxial or triaxial test by equipment of compression unit. The velocity of ultrasonic wave with compressional (P) wave and shear (S) wave can determine the value of rock mechanic characteristic such as Poisson Ratio and Yo...

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Main Authors: Samsuri, Ariffin, Herianto, Herianto
Format: Conference or Workshop Item
Language:en
Published: 2004
Subjects:
Online Access:http://eprints.utm.my/3470/1/SKMBT_60007052214450.pdf
http://eprints.utm.my/3470/
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author Samsuri, Ariffin
Herianto, Herianto
author_facet Samsuri, Ariffin
Herianto, Herianto
author_sort Samsuri, Ariffin
building UTM Library
collection Institutional Repository
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
continent Asia
country Malaysia
description Rock mechanic characterization usually can be done through direct test, with uniaxial or triaxial test by equipment of compression unit. The velocity of ultrasonic wave with compressional (P) wave and shear (S) wave can determine the value of rock mechanic characteristic such as Poisson Ratio and Young Modulus. In this study the two test method used for sand stone sample is taken from outcrop. If the result obtained from uniaxial direct test is assumed approximately true value, then the determination of correction factor from acoustic test can be performed to get a equation. By knowing the correction factor of a rock taken from a specific location, one can determine rock mechanic characteristics obtained from the same location without destructing the rock due to testing.
format Conference or Workshop Item
id my.utm.eprints-3470
institution Universiti Teknologi Malaysia
language en
publishDate 2004
record_format eprints
spelling my.utm.eprints-34702017-09-06T06:47:37Z http://eprints.utm.my/3470/ Comparison of sandstone mechanic properties using acoustic test and direct uniaxial test Samsuri, Ariffin Herianto, Herianto TP Chemical technology Rock mechanic characterization usually can be done through direct test, with uniaxial or triaxial test by equipment of compression unit. The velocity of ultrasonic wave with compressional (P) wave and shear (S) wave can determine the value of rock mechanic characteristic such as Poisson Ratio and Young Modulus. In this study the two test method used for sand stone sample is taken from outcrop. If the result obtained from uniaxial direct test is assumed approximately true value, then the determination of correction factor from acoustic test can be performed to get a equation. By knowing the correction factor of a rock taken from a specific location, one can determine rock mechanic characteristics obtained from the same location without destructing the rock due to testing. 2004 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/3470/1/SKMBT_60007052214450.pdf Samsuri, Ariffin and Herianto, Herianto (2004) Comparison of sandstone mechanic properties using acoustic test and direct uniaxial test. In: 18th Symposium of Malaysian Chemical Engineers (SOMChe), 13-14 December 2004, Universiti Teknologi Petronas. (Submitted)
spellingShingle TP Chemical technology
Samsuri, Ariffin
Herianto, Herianto
Comparison of sandstone mechanic properties using acoustic test and direct uniaxial test
title Comparison of sandstone mechanic properties using acoustic test and direct uniaxial test
title_full Comparison of sandstone mechanic properties using acoustic test and direct uniaxial test
title_fullStr Comparison of sandstone mechanic properties using acoustic test and direct uniaxial test
title_full_unstemmed Comparison of sandstone mechanic properties using acoustic test and direct uniaxial test
title_short Comparison of sandstone mechanic properties using acoustic test and direct uniaxial test
title_sort comparison of sandstone mechanic properties using acoustic test and direct uniaxial test
topic TP Chemical technology
url http://eprints.utm.my/3470/1/SKMBT_60007052214450.pdf
http://eprints.utm.my/3470/
url_provider http://eprints.utm.my/