Experimental analysis of strength of foundation soil-rock using wave speeds
48 samples of sandy-rock mixture were tested and analyzed by means of a self-made vibratory compaction apparatus. the relationships between dry density, stone content, water content and longitudinal wave velocity, shear wave velocity, longitudinal-to-shear wave velocity ratio were further discussed...
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| creator | Xianmin Zhang Yiming Zhao Yuhui Zhang Chunxiang Qi |
| description | 48 samples of sandy-rock mixture were tested and analyzed by means of a self-made vibratory compaction apparatus. the relationships between dry density, stone content, water content and longitudinal wave velocity, shear wave velocity, longitudinal-to-shear wave velocity ratio were further discussed of these samples. According to the experiment, linear correlation is significant not only in the relationship between shear wave velocity and dry density, but also in the relationship between longitudinal-to-shear wave velocity ratio and Poisson`s ratio. Furthermore, a detection standard was proposed for strength of foundation soil-rock on the basis of experimental longitudinal-to-shear wave velocity ratio; and a new approach was applied to evaluate strength of foundation soil-rock based on the viewpoint that using longitudinal and shear wave speeds can reduce dispersion of test result of a single wave test for foundation soil-rock. |
| doi_str_mv | 10.1109/ICIST.2011.5765308 |
| format | Conference Proceeding |
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According to the experiment, linear correlation is significant not only in the relationship between shear wave velocity and dry density, but also in the relationship between longitudinal-to-shear wave velocity ratio and Poisson`s ratio. Furthermore, a detection standard was proposed for strength of foundation soil-rock on the basis of experimental longitudinal-to-shear wave velocity ratio; and a new approach was applied to evaluate strength of foundation soil-rock based on the viewpoint that using longitudinal and shear wave speeds can reduce dispersion of test result of a single wave test for foundation soil-rock.</description><identifier>ISSN: 2164-4357</identifier><identifier>ISBN: 1424494400</identifier><identifier>ISBN: 9781424494408</identifier><identifier>EISBN: 9781424494415</identifier><identifier>EISBN: 1424494419</identifier><identifier>EISBN: 1424494427</identifier><identifier>EISBN: 9781424494422</identifier><identifier>DOI: 10.1109/ICIST.2011.5765308</identifier><language>eng</language><publisher>IEEE</publisher><subject>Compaction ; Correlation ; Road transportation ; Soil ; Stress ; Vibrations</subject><ispartof>International Conference on Information Science and Technology, 2011, p.539-542</ispartof><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://ieeexplore.ieee.org/document/5765308$$EHTML$$P50$$Gieee$$H</linktohtml><link.rule.ids>309,310,777,781,786,787,2052,27906,54901</link.rule.ids><linktorsrc>$$Uhttps://ieeexplore.ieee.org/document/5765308$$EView_record_in_IEEE$$FView_record_in_$$GIEEE</linktorsrc></links><search><creatorcontrib>Xianmin Zhang</creatorcontrib><creatorcontrib>Yiming Zhao</creatorcontrib><creatorcontrib>Yuhui Zhang</creatorcontrib><creatorcontrib>Chunxiang Qi</creatorcontrib><title>Experimental analysis of strength of foundation soil-rock using wave speeds</title><title>International Conference on Information Science and Technology</title><addtitle>ICIST</addtitle><description>48 samples of sandy-rock mixture were tested and analyzed by means of a self-made vibratory compaction apparatus. the relationships between dry density, stone content, water content and longitudinal wave velocity, shear wave velocity, longitudinal-to-shear wave velocity ratio were further discussed of these samples. 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Furthermore, a detection standard was proposed for strength of foundation soil-rock on the basis of experimental longitudinal-to-shear wave velocity ratio; and a new approach was applied to evaluate strength of foundation soil-rock based on the viewpoint that using longitudinal and shear wave speeds can reduce dispersion of test result of a single wave test for foundation soil-rock.</description><subject>Compaction</subject><subject>Correlation</subject><subject>Road transportation</subject><subject>Soil</subject><subject>Stress</subject><subject>Vibrations</subject><issn>2164-4357</issn><isbn>1424494400</isbn><isbn>9781424494408</isbn><isbn>9781424494415</isbn><isbn>1424494419</isbn><isbn>1424494427</isbn><isbn>9781424494422</isbn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2011</creationdate><recordtype>conference_proceeding</recordtype><sourceid>6IE</sourceid><sourceid>RIE</sourceid><recordid>eNo1kEtOwzAYhI0AiVJyAdj4Agl-J16iqEBFJRZkXzn272IIThSnQG9PEGU2M7MZfRqErikpKCX6dl2vX5qCEUoLWSrJSXWCMl1WVDAhtBBUnqLL_0LIGVowqkQuuCwvUJbSG5mllGaKLdDT6nuAMXxAnEyHTTTdIYWEe4_TNELcTa-_2ff76MwU-ohTH7p87O073qcQd_jLfAJOA4BLV-jcmy5BdvQlau5XTf2Yb54f1vXdJg-aTLnXilmliOEaWu5UabR2VhLvSg8zNrPSe9dSUkluK20lWFJpI5kABda1fIlu_mYDAGyHGd6Mh-3xCv4DcgtRzw</recordid><startdate>201103</startdate><enddate>201103</enddate><creator>Xianmin Zhang</creator><creator>Yiming Zhao</creator><creator>Yuhui Zhang</creator><creator>Chunxiang Qi</creator><general>IEEE</general><scope>6IE</scope><scope>6IL</scope><scope>CBEJK</scope><scope>RIE</scope><scope>RIL</scope></search><sort><creationdate>201103</creationdate><title>Experimental analysis of strength of foundation soil-rock using wave speeds</title><author>Xianmin Zhang ; Yiming Zhao ; Yuhui Zhang ; Chunxiang Qi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-i90t-f962c660a39eb3d67a99dc50fd7fe1422c5ffdb10853c89c5ec089a524e6ecdb3</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Compaction</topic><topic>Correlation</topic><topic>Road transportation</topic><topic>Soil</topic><topic>Stress</topic><topic>Vibrations</topic><toplevel>online_resources</toplevel><creatorcontrib>Xianmin Zhang</creatorcontrib><creatorcontrib>Yiming Zhao</creatorcontrib><creatorcontrib>Yuhui Zhang</creatorcontrib><creatorcontrib>Chunxiang Qi</creatorcontrib><collection>IEEE Electronic Library (IEL) Conference Proceedings</collection><collection>IEEE Proceedings Order Plan All Online (POP All Online) 1998-present by volume</collection><collection>IEEE Xplore All Conference Proceedings</collection><collection>IEEE Electronic Library (IEL)</collection><collection>IEEE Proceedings Order Plans (POP All) 1998-Present</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Xianmin Zhang</au><au>Yiming Zhao</au><au>Yuhui Zhang</au><au>Chunxiang Qi</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Experimental analysis of strength of foundation soil-rock using wave speeds</atitle><btitle>International Conference on Information Science and Technology</btitle><stitle>ICIST</stitle><date>2011-03</date><risdate>2011</risdate><spage>539</spage><epage>542</epage><pages>539-542</pages><issn>2164-4357</issn><isbn>1424494400</isbn><isbn>9781424494408</isbn><eisbn>9781424494415</eisbn><eisbn>1424494419</eisbn><eisbn>1424494427</eisbn><eisbn>9781424494422</eisbn><abstract>48 samples of sandy-rock mixture were tested and analyzed by means of a self-made vibratory compaction apparatus. the relationships between dry density, stone content, water content and longitudinal wave velocity, shear wave velocity, longitudinal-to-shear wave velocity ratio were further discussed of these samples. According to the experiment, linear correlation is significant not only in the relationship between shear wave velocity and dry density, but also in the relationship between longitudinal-to-shear wave velocity ratio and Poisson`s ratio. Furthermore, a detection standard was proposed for strength of foundation soil-rock on the basis of experimental longitudinal-to-shear wave velocity ratio; and a new approach was applied to evaluate strength of foundation soil-rock based on the viewpoint that using longitudinal and shear wave speeds can reduce dispersion of test result of a single wave test for foundation soil-rock.</abstract><pub>IEEE</pub><doi>10.1109/ICIST.2011.5765308</doi><tpages>4</tpages></addata></record> |
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| issn | 2164-4357 |
| language | eng |
| recordid | cdi_ieee_primary_5765308 |
| source | IEEE Electronic Library (IEL) Conference Proceedings |
| subjects | Compaction Correlation Road transportation Soil Stress Vibrations |
| title | Experimental analysis of strength of foundation soil-rock using wave speeds |
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