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Determination of Shear-Wave Velocities and Shear Moduli of Completely Decomposed Tuff
Based on theoretical derivations and considerations, five series of laboratory tests were planned to investigate and differentiate the degrees of inherent and stress-induced anisotropy, to study the effect of void ratio changes on shear-wave velocities and shear moduli, and to determine the relation...
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Published in: | Journal of geotechnical and geoenvironmental engineering 2007-06, Vol.133 (6), p.630-640 |
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description | Based on theoretical derivations and considerations, five series of laboratory tests were planned to investigate and differentiate the degrees of inherent and stress-induced anisotropy, to study the effect of void ratio changes on shear-wave velocities and shear moduli, and to determine the relationship between shear-wave velocity and stress state on a completely decomposed tuff (CDT). Shear-wave velocities in three orthogonal horizontal and vertical planes [
vs(hh)
,
vs(hv)
, and
vs(vh)
] were measured in both vertically and horizontally cut block and Mazier specimens. Under isotropic stress conditions
(K=1.0)
, the degrees of inherent anisotropy
[
vs(hh)
2
∕
vs(hv)
2
=
Ghh
∕
Ghv
]
were 1.48 and 1.36 for the block and Mazier specimens, respectively. At the anisotropic stress state
(K=0.4)
, the degrees of anisotropy of the block and Mazier specimens were 1.26 and 1.15, respectively, 15% reduction from the measured inherent anisotropy due to stress-induced effects. The measured higher shear-wave velocity in the horizontal plane of the CDT was confirmed by testing both vertically and horizontally cut specimens and the measured results reflect a stronger layering structure in the horizontal bedding plane of the natural material, in which
K0
less than 1.0 is commonly assumed in designs. Under both isotropic and anisotropic stress states, the shear-wave velocities [
vs(hh)
,
vs(hv)
, and
vs(vh)
] of the block specimens are on average about 27% higher than those of the Mazier specimens. |
doi_str_mv | 10.1061/(ASCE)1090-0241(2007)133:6(630) |
format | article |
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vs(hh)
,
vs(hv)
, and
vs(vh)
] were measured in both vertically and horizontally cut block and Mazier specimens. Under isotropic stress conditions
(K=1.0)
, the degrees of inherent anisotropy
[
vs(hh)
2
∕
vs(hv)
2
=
Ghh
∕
Ghv
]
were 1.48 and 1.36 for the block and Mazier specimens, respectively. At the anisotropic stress state
(K=0.4)
, the degrees of anisotropy of the block and Mazier specimens were 1.26 and 1.15, respectively, 15% reduction from the measured inherent anisotropy due to stress-induced effects. The measured higher shear-wave velocity in the horizontal plane of the CDT was confirmed by testing both vertically and horizontally cut specimens and the measured results reflect a stronger layering structure in the horizontal bedding plane of the natural material, in which
K0
less than 1.0 is commonly assumed in designs. Under both isotropic and anisotropic stress states, the shear-wave velocities [
vs(hh)
,
vs(hv)
, and
vs(vh)
] of the block specimens are on average about 27% higher than those of the Mazier specimens.</description><identifier>ISSN: 1090-0241</identifier><identifier>EISSN: 1943-5606</identifier><identifier>DOI: 10.1061/(ASCE)1090-0241(2007)133:6(630)</identifier><language>eng</language><publisher>New York, NY: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buildings. Public works ; Computation methods. Tables. Charts ; Exact sciences and technology ; Geotechnics ; Soil investigations. Testing ; Structural analysis. Stresses ; TECHNICAL PAPERS</subject><ispartof>Journal of geotechnical and geoenvironmental engineering, 2007-06, Vol.133 (6), p.630-640</ispartof><rights>2007 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a413t-7a117bfac899ce4446f1bb03a682fdde78f2a5b1bc8d1331740d8453d7efc3e53</citedby><cites>FETCH-LOGICAL-a413t-7a117bfac899ce4446f1bb03a682fdde78f2a5b1bc8d1331740d8453d7efc3e53</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)1090-0241(2007)133:6(630)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2007)133:6(630)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,3239,10049,27901,27902,75933,75941</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=18797463$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Ng, Charles W. W</creatorcontrib><creatorcontrib>Leung, Erin H. Y</creatorcontrib><title>Determination of Shear-Wave Velocities and Shear Moduli of Completely Decomposed Tuff</title><title>Journal of geotechnical and geoenvironmental engineering</title><description>Based on theoretical derivations and considerations, five series of laboratory tests were planned to investigate and differentiate the degrees of inherent and stress-induced anisotropy, to study the effect of void ratio changes on shear-wave velocities and shear moduli, and to determine the relationship between shear-wave velocity and stress state on a completely decomposed tuff (CDT). Shear-wave velocities in three orthogonal horizontal and vertical planes [
vs(hh)
,
vs(hv)
, and
vs(vh)
] were measured in both vertically and horizontally cut block and Mazier specimens. Under isotropic stress conditions
(K=1.0)
, the degrees of inherent anisotropy
[
vs(hh)
2
∕
vs(hv)
2
=
Ghh
∕
Ghv
]
were 1.48 and 1.36 for the block and Mazier specimens, respectively. At the anisotropic stress state
(K=0.4)
, the degrees of anisotropy of the block and Mazier specimens were 1.26 and 1.15, respectively, 15% reduction from the measured inherent anisotropy due to stress-induced effects. The measured higher shear-wave velocity in the horizontal plane of the CDT was confirmed by testing both vertically and horizontally cut specimens and the measured results reflect a stronger layering structure in the horizontal bedding plane of the natural material, in which
K0
less than 1.0 is commonly assumed in designs. Under both isotropic and anisotropic stress states, the shear-wave velocities [
vs(hh)
,
vs(hv)
, and
vs(vh)
] of the block specimens are on average about 27% higher than those of the Mazier specimens.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Soil investigations. Testing</subject><subject>Structural analysis. Stresses</subject><subject>TECHNICAL PAPERS</subject><issn>1090-0241</issn><issn>1943-5606</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><recordid>eNqFkMtOxCAUhhujidd36EadWVQPhQJ1YTIZr4nGhbclofQQazplhNbEt5dmvOx0BYSP_z98SXJI4IgAJ8eT2f38fEqghAxyRiY5gJgSSk_4hFOYriVbpGQ0Kzjw9bj_5jaT7RBeAYCBzLeSxzPs0S-aTveN61Jn0_sX1D571u-YPmHrTNM3GFLd1aub9NbVQ9uM5Nwtlm183n6kZ2jiwQWs04fB2t1kw-o24N7XupM8Xpw_zK-ym7vL6_nsJtOM0D4TmhBRWW1kWRpkjHFLqgqo5jK3dY1C2lwXFamMrOPPiGBQS1bQWqA1FAu6kxyscpfevQ0YerVogsG21R26Iai8FLIgkP8PQiGBFjKCpyvQeBeCR6uWvllo_6EIqNG7UqN3NfpUo081eldxOsVV9B4D9r-adDC6tV53pgm_KVKUgnEauZMVFzFUr27wXTT10_J3ySdaIpT-</recordid><startdate>20070601</startdate><enddate>20070601</enddate><creator>Ng, Charles W. W</creator><creator>Leung, Erin H. Y</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20070601</creationdate><title>Determination of Shear-Wave Velocities and Shear Moduli of Completely Decomposed Tuff</title><author>Ng, Charles W. W ; Leung, Erin H. Y</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a413t-7a117bfac899ce4446f1bb03a682fdde78f2a5b1bc8d1331740d8453d7efc3e53</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2007</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Soil investigations. Testing</topic><topic>Structural analysis. Stresses</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ng, Charles W. W</creatorcontrib><creatorcontrib>Leung, Erin H. Y</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ng, Charles W. W</au><au>Leung, Erin H. Y</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Determination of Shear-Wave Velocities and Shear Moduli of Completely Decomposed Tuff</atitle><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle><date>2007-06-01</date><risdate>2007</risdate><volume>133</volume><issue>6</issue><spage>630</spage><epage>640</epage><pages>630-640</pages><issn>1090-0241</issn><eissn>1943-5606</eissn><abstract>Based on theoretical derivations and considerations, five series of laboratory tests were planned to investigate and differentiate the degrees of inherent and stress-induced anisotropy, to study the effect of void ratio changes on shear-wave velocities and shear moduli, and to determine the relationship between shear-wave velocity and stress state on a completely decomposed tuff (CDT). Shear-wave velocities in three orthogonal horizontal and vertical planes [
vs(hh)
,
vs(hv)
, and
vs(vh)
] were measured in both vertically and horizontally cut block and Mazier specimens. Under isotropic stress conditions
(K=1.0)
, the degrees of inherent anisotropy
[
vs(hh)
2
∕
vs(hv)
2
=
Ghh
∕
Ghv
]
were 1.48 and 1.36 for the block and Mazier specimens, respectively. At the anisotropic stress state
(K=0.4)
, the degrees of anisotropy of the block and Mazier specimens were 1.26 and 1.15, respectively, 15% reduction from the measured inherent anisotropy due to stress-induced effects. The measured higher shear-wave velocity in the horizontal plane of the CDT was confirmed by testing both vertically and horizontally cut specimens and the measured results reflect a stronger layering structure in the horizontal bedding plane of the natural material, in which
K0
less than 1.0 is commonly assumed in designs. Under both isotropic and anisotropic stress states, the shear-wave velocities [
vs(hh)
,
vs(hv)
, and
vs(vh)
] of the block specimens are on average about 27% higher than those of the Mazier specimens.</abstract><cop>New York, NY</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)1090-0241(2007)133:6(630)</doi><tpages>11</tpages></addata></record> |
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source | ASCE Library (civil engineering) |
subjects | Applied sciences Buildings. Public works Computation methods. Tables. Charts Exact sciences and technology Geotechnics Soil investigations. Testing Structural analysis. Stresses TECHNICAL PAPERS |
title | Determination of Shear-Wave Velocities and Shear Moduli of Completely Decomposed Tuff |
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