The Ultrasonic & Acoustic Characteristics of Argillite under Different Stress Conditions
碩士 === 國立交通大學 === 土木工程學系 === 84 === In order to investigate the variation of dynamatic elastic constantsand the static elastic moduli of a transversely isotropic rock under loadings,a series of uniaxial tensil tests and uniaxial compression tests was cond...
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ndltd-TW-084NCTU00150082016-02-05T04:16:33Z http://ndltd.ncl.edu.tw/handle/93916703688343609081 The Ultrasonic & Acoustic Characteristics of Argillite under Different Stress Conditions 承受應力狀態下硬頁岩之超音波及聲射行為 Chiang, Chun-Wei 張峻維 碩士 國立交通大學 土木工程學系 84 In order to investigate the variation of dynamatic elastic constantsand the static elastic moduli of a transversely isotropic rock under loadings,a series of uniaxial tensil tests and uniaxial compression tests was conducted on the cylindrical specimens of argillite. The results show that the variation of the static elastic moduli during loading depends on the degree of closing of the pre-existing micro fissures along the folliations,but the dynamatic elasticconstants are little affected by that,which are strongly varied with the magnitude od applied stress on the grains of the rock. For obtaining the five dynamatic elastic constants of a transversely isotropic rock from a cylinderical specimens with inclined folliations ,a exact solution is given and a testing method is recommended in the thesis. For increasing the accurace of the suggested method ,an optimization technique is adapted fordata processing. Additionally,acoustic emission was measured during uniaxial compression test .It was found that the Kaiser effect was clear and the acoustic emission was anisotropic for the argillite specimens. Jyh-Jong Liao 廖志中 1996 學位論文 ; thesis 120 zh-TW |
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zh-TW |
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碩士 === 國立交通大學 === 土木工程學系 === 84 === In order to investigate the variation of dynamatic elastic
constantsand the static elastic moduli of a transversely
isotropic rock under loadings,a series of uniaxial tensil tests
and uniaxial compression tests was conducted on the cylindrical
specimens of argillite. The results show that the variation of
the static elastic moduli during loading depends on the degree
of closing of the pre-existing micro fissures along the
folliations,but the dynamatic elasticconstants are little
affected by that,which are strongly varied with the magnitude
od applied stress on the grains of the rock. For obtaining
the five dynamatic elastic constants of a transversely isotropic
rock from a cylinderical specimens with inclined folliations ,a
exact solution is given and a testing method is recommended in
the thesis. For increasing the accurace of the suggested method
,an optimization technique is adapted fordata processing.
Additionally,acoustic emission was measured during uniaxial
compression test .It was found that the Kaiser effect was clear
and the acoustic emission was anisotropic for the argillite
specimens.
|
author2 |
Jyh-Jong Liao |
author_facet |
Jyh-Jong Liao Chiang, Chun-Wei 張峻維 |
author |
Chiang, Chun-Wei 張峻維 |
spellingShingle |
Chiang, Chun-Wei 張峻維 The Ultrasonic & Acoustic Characteristics of Argillite under Different Stress Conditions |
author_sort |
Chiang, Chun-Wei |
title |
The Ultrasonic & Acoustic Characteristics of Argillite under Different Stress Conditions |
title_short |
The Ultrasonic & Acoustic Characteristics of Argillite under Different Stress Conditions |
title_full |
The Ultrasonic & Acoustic Characteristics of Argillite under Different Stress Conditions |
title_fullStr |
The Ultrasonic & Acoustic Characteristics of Argillite under Different Stress Conditions |
title_full_unstemmed |
The Ultrasonic & Acoustic Characteristics of Argillite under Different Stress Conditions |
title_sort |
ultrasonic & acoustic characteristics of argillite under different stress conditions |
publishDate |
1996 |
url |
http://ndltd.ncl.edu.tw/handle/93916703688343609081 |
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