A Small True Triaxial Apparatus with Wave Velocity Measurement
This paper describes a new cubical, true triaxial apparatus recently developed at the University of Western Australia (UWA). The apparatus is a stand-alone unit of the rigid type, where three pairs of pistons can be pressurized to impose three independent, rectilinear stresses on a sample of 250 mm...
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Veröffentlicht in: | Geotechnical testing journal 2005-03, Vol.28 (2), p.1-10 |
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description | This paper describes a new cubical, true triaxial apparatus recently developed at the University of Western Australia (UWA). The apparatus is a stand-alone unit of the rigid type, where three pairs of pistons can be pressurized to impose three independent, rectilinear stresses on a sample of 250 mm side length. The sample can be tested either dry or saturated. Both drained and undrained shearing can be carried out with maximum pressure of about 1.5 MPa and maximum linear strain of about 8% in any of the three principal directions. A wave velocity measurement system is incorporated so that both elastic shear (Vs) and compression (VF) wave velocities can be measured, with the wave travelling between any two opposite faces of the device, or along skew paths. The elastic waves are generated and detected using "in house" manufactured wave transducers, which can access the sample externally. This feature enables the shear transducers to be rotated 90° degrees to change the polarization direction, enabling Vs to be measured in inclined planes. Additionally, the device enables accurate measurement of Ko. The paper presents results obtained from a silica sand to show the capability of the new device. |
doi_str_mv | 10.1520/GTJ12648 |
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The apparatus is a stand-alone unit of the rigid type, where three pairs of pistons can be pressurized to impose three independent, rectilinear stresses on a sample of 250 mm side length. The sample can be tested either dry or saturated. Both drained and undrained shearing can be carried out with maximum pressure of about 1.5 MPa and maximum linear strain of about 8% in any of the three principal directions. A wave velocity measurement system is incorporated so that both elastic shear (Vs) and compression (VF) wave velocities can be measured, with the wave travelling between any two opposite faces of the device, or along skew paths. The elastic waves are generated and detected using "in house" manufactured wave transducers, which can access the sample externally. This feature enables the shear transducers to be rotated 90° degrees to change the polarization direction, enabling Vs to be measured in inclined planes. Additionally, the device enables accurate measurement of Ko. The paper presents results obtained from a silica sand to show the capability of the new device.</description><identifier>ISSN: 0149-6115</identifier><identifier>EISSN: 1945-7545</identifier><identifier>DOI: 10.1520/GTJ12648</identifier><identifier>CODEN: GTJODJ</identifier><language>eng</language><publisher>West Conshohocken, PA: ASTM</publisher><subject>Applied sciences ; Buildings. Public works ; Exact sciences and technology ; Geotechnics ; Measurements. Technique of testing ; Soil investigations. Testing</subject><ispartof>Geotechnical testing journal, 2005-03, Vol.28 (2), p.1-10</ispartof><rights>All rights reserved. This material may not be reproduced or copied, in whole or in part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of the publisher.</rights><rights>2005 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a365t-3bf031ebcd67462d623c8f80e8f43c7249d1bf433ca21ecfe51be7bfc50e6a163</citedby><cites>FETCH-LOGICAL-a365t-3bf031ebcd67462d623c8f80e8f43c7249d1bf433ca21ecfe51be7bfc50e6a163</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,9791,27924,27925</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=16598327$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Ismail, MA</creatorcontrib><creatorcontrib>Sharma, SS</creatorcontrib><creatorcontrib>Fahey, M</creatorcontrib><title>A Small True Triaxial Apparatus with Wave Velocity Measurement</title><title>Geotechnical testing journal</title><description>This paper describes a new cubical, true triaxial apparatus recently developed at the University of Western Australia (UWA). The apparatus is a stand-alone unit of the rigid type, where three pairs of pistons can be pressurized to impose three independent, rectilinear stresses on a sample of 250 mm side length. The sample can be tested either dry or saturated. Both drained and undrained shearing can be carried out with maximum pressure of about 1.5 MPa and maximum linear strain of about 8% in any of the three principal directions. A wave velocity measurement system is incorporated so that both elastic shear (Vs) and compression (VF) wave velocities can be measured, with the wave travelling between any two opposite faces of the device, or along skew paths. The elastic waves are generated and detected using "in house" manufactured wave transducers, which can access the sample externally. This feature enables the shear transducers to be rotated 90° degrees to change the polarization direction, enabling Vs to be measured in inclined planes. Additionally, the device enables accurate measurement of Ko. The paper presents results obtained from a silica sand to show the capability of the new device.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Measurements. Technique of testing</subject><subject>Soil investigations. 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Public works</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Measurements. Technique of testing</topic><topic>Soil investigations. Testing</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ismail, MA</creatorcontrib><creatorcontrib>Sharma, SS</creatorcontrib><creatorcontrib>Fahey, M</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Geotechnical testing journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ismail, MA</au><au>Sharma, SS</au><au>Fahey, M</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Small True Triaxial Apparatus with Wave Velocity Measurement</atitle><jtitle>Geotechnical testing journal</jtitle><date>2005-03-01</date><risdate>2005</risdate><volume>28</volume><issue>2</issue><spage>1</spage><epage>10</epage><pages>1-10</pages><issn>0149-6115</issn><eissn>1945-7545</eissn><coden>GTJODJ</coden><abstract>This paper describes a new cubical, true triaxial apparatus recently developed at the University of Western Australia (UWA). The apparatus is a stand-alone unit of the rigid type, where three pairs of pistons can be pressurized to impose three independent, rectilinear stresses on a sample of 250 mm side length. The sample can be tested either dry or saturated. Both drained and undrained shearing can be carried out with maximum pressure of about 1.5 MPa and maximum linear strain of about 8% in any of the three principal directions. A wave velocity measurement system is incorporated so that both elastic shear (Vs) and compression (VF) wave velocities can be measured, with the wave travelling between any two opposite faces of the device, or along skew paths. The elastic waves are generated and detected using "in house" manufactured wave transducers, which can access the sample externally. This feature enables the shear transducers to be rotated 90° degrees to change the polarization direction, enabling Vs to be measured in inclined planes. Additionally, the device enables accurate measurement of Ko. The paper presents results obtained from a silica sand to show the capability of the new device.</abstract><cop>West Conshohocken, PA</cop><pub>ASTM</pub><doi>10.1520/GTJ12648</doi><tpages>10</tpages></addata></record> |
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subjects | Applied sciences Buildings. Public works Exact sciences and technology Geotechnics Measurements. Technique of testing Soil investigations. Testing |
title | A Small True Triaxial Apparatus with Wave Velocity Measurement |
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