Prediction of Uniaxial Compressive Strength, Tensile Strength and Porosity of Sedimentary Rocks Using Sound Level Produced During Rotary Drilling
The main purpose of the study is to develop a general prediction model and to investigate the relationships between sound level produced during drilling and physical properties such as uniaxial compressive strength, tensile strength and percentage porosity of sedimentary rocks. The results were eval...
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| Veröffentlicht in: | Rock mechanics and rock engineering 2011-09, Vol.44 (5), p.613-620 |
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| container_title | Rock mechanics and rock engineering |
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| creator | Rajesh Kumar, B. Vardhan, Harsha Govindaraj, M. |
| description | The main purpose of the study is to develop a general prediction model and to investigate the relationships between sound level produced during drilling and physical properties such as uniaxial compressive strength, tensile strength and percentage porosity of sedimentary rocks. The results were evaluated using the multiple regression analysis taking into account the interaction effects of various predictor variables. Predictor variables selected for the multiple regression model are drill bit diameter, drill bit speed, penetration rate and equivalent sound level produced during rotary drilling (
L
eq
). The constructed models were checked using various prediction performance indices. Consequently, it is possible to say that the constructed models can be used for practical purposes. |
| doi_str_mv | 10.1007/s00603-011-0160-7 |
| format | Article |
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L
eq
). The constructed models were checked using various prediction performance indices. Consequently, it is possible to say that the constructed models can be used for practical purposes.</description><identifier>ISSN: 0723-2632</identifier><identifier>EISSN: 1434-453X</identifier><identifier>DOI: 10.1007/s00603-011-0160-7</identifier><identifier>CODEN: RMREDX</identifier><language>eng</language><publisher>Vienna: Springer Vienna</publisher><subject>Acoustics ; Applied sciences ; Buildings. Public works ; Civil Engineering ; Compressive strength ; Construction ; Drill bits ; Earth and Environmental Science ; Earth Sciences ; Exact sciences and technology ; Geophysics/Geodesy ; Geotechnics ; Mathematical models ; Mechanical properties ; Original Paper ; Physical properties ; Porosity ; Porous materials ; Prediction models ; Rocks ; Rotary drilling ; Sedimentary rocks ; Soil mechanics. Rocks mechanics ; Sound ; Strength of materials (elasticity, plasticity, buckling, etc.) ; Structural analysis. Stresses ; Tensile strength</subject><ispartof>Rock mechanics and rock engineering, 2011-09, Vol.44 (5), p.613-620</ispartof><rights>Springer-Verlag 2011</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a466t-7d3d53b6bfebc3fe88348f6ac7c2f49d2881f4c285ea44f17f91790676392b303</citedby><cites>FETCH-LOGICAL-a466t-7d3d53b6bfebc3fe88348f6ac7c2f49d2881f4c285ea44f17f91790676392b303</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s00603-011-0160-7$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00603-011-0160-7$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27903,27904,41467,42536,51297</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=24436622$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Rajesh Kumar, B.</creatorcontrib><creatorcontrib>Vardhan, Harsha</creatorcontrib><creatorcontrib>Govindaraj, M.</creatorcontrib><title>Prediction of Uniaxial Compressive Strength, Tensile Strength and Porosity of Sedimentary Rocks Using Sound Level Produced During Rotary Drilling</title><title>Rock mechanics and rock engineering</title><addtitle>Rock Mech Rock Eng</addtitle><description>The main purpose of the study is to develop a general prediction model and to investigate the relationships between sound level produced during drilling and physical properties such as uniaxial compressive strength, tensile strength and percentage porosity of sedimentary rocks. The results were evaluated using the multiple regression analysis taking into account the interaction effects of various predictor variables. Predictor variables selected for the multiple regression model are drill bit diameter, drill bit speed, penetration rate and equivalent sound level produced during rotary drilling (
L
eq
). The constructed models were checked using various prediction performance indices. Consequently, it is possible to say that the constructed models can be used for practical purposes.</description><subject>Acoustics</subject><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Civil Engineering</subject><subject>Compressive strength</subject><subject>Construction</subject><subject>Drill bits</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Exact sciences and technology</subject><subject>Geophysics/Geodesy</subject><subject>Geotechnics</subject><subject>Mathematical models</subject><subject>Mechanical properties</subject><subject>Original Paper</subject><subject>Physical properties</subject><subject>Porosity</subject><subject>Porous materials</subject><subject>Prediction models</subject><subject>Rocks</subject><subject>Rotary drilling</subject><subject>Sedimentary rocks</subject><subject>Soil mechanics. Rocks mechanics</subject><subject>Sound</subject><subject>Strength of materials (elasticity, plasticity, buckling, etc.)</subject><subject>Structural analysis. Stresses</subject><subject>Tensile strength</subject><issn>0723-2632</issn><issn>1434-453X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp1kc2KFDEUhYMo2I4-gLsgiBtL89dJaik9_kGDzfQ0uAvp1M2YMZ20SdXgPIZvbMoeHBBchJDc75zc3IPQc0reUELU20qIJLwjlLYlSaceoAUVXHRiyb8-RAuiGO-Y5OwxelLrNSGtqPQC_doUGIIbQ044e7xLwf4MNuJVPhwL1BpuAG_HAulq_PYaX0KqId7fYJsGvMkl1zDezvptMztAGm25xRfZfa94V0O6wts8NXINNxDxpuRhcjDg86nMtYv8Bz8vIcZ2fooeeRsrPLvbz9Duw_vL1adu_eXj59W7dWeFlGOnBj4s-V7uPewd96A1F9pL65RjXvQD05p64ZheghXCU-V7qnoileQ923PCz9Crk--x5B8T1NEcQnUQo02Qp2p62jdcEt3IF_-Q13kqqTVn2qtkKXSvGkRPkGvTqAW8OZZwaB8zlJg5InOKyLSIzByRmTUv74xtdTb6YpML9a-QCcGlZKxx7MTV4zwxKPcN_N_8N2e5onA</recordid><startdate>20110901</startdate><enddate>20110901</enddate><creator>Rajesh Kumar, B.</creator><creator>Vardhan, Harsha</creator><creator>Govindaraj, M.</creator><general>Springer Vienna</general><general>Springer</general><general>Springer Nature B.V</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7TN</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope></search><sort><creationdate>20110901</creationdate><title>Prediction of Uniaxial Compressive Strength, Tensile Strength and Porosity of Sedimentary Rocks Using Sound Level Produced During Rotary Drilling</title><author>Rajesh Kumar, B. ; Vardhan, Harsha ; Govindaraj, M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a466t-7d3d53b6bfebc3fe88348f6ac7c2f49d2881f4c285ea44f17f91790676392b303</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Acoustics</topic><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Civil Engineering</topic><topic>Compressive strength</topic><topic>Construction</topic><topic>Drill bits</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Exact sciences and technology</topic><topic>Geophysics/Geodesy</topic><topic>Geotechnics</topic><topic>Mathematical models</topic><topic>Mechanical properties</topic><topic>Original Paper</topic><topic>Physical properties</topic><topic>Porosity</topic><topic>Porous materials</topic><topic>Prediction models</topic><topic>Rocks</topic><topic>Rotary drilling</topic><topic>Sedimentary rocks</topic><topic>Soil mechanics. Rocks mechanics</topic><topic>Sound</topic><topic>Strength of materials (elasticity, plasticity, buckling, etc.)</topic><topic>Structural analysis. 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The results were evaluated using the multiple regression analysis taking into account the interaction effects of various predictor variables. Predictor variables selected for the multiple regression model are drill bit diameter, drill bit speed, penetration rate and equivalent sound level produced during rotary drilling (
L
eq
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| identifier | ISSN: 0723-2632 |
| ispartof | Rock mechanics and rock engineering, 2011-09, Vol.44 (5), p.613-620 |
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| source | SpringerLink Journals - AutoHoldings |
| subjects | Acoustics Applied sciences Buildings. Public works Civil Engineering Compressive strength Construction Drill bits Earth and Environmental Science Earth Sciences Exact sciences and technology Geophysics/Geodesy Geotechnics Mathematical models Mechanical properties Original Paper Physical properties Porosity Porous materials Prediction models Rocks Rotary drilling Sedimentary rocks Soil mechanics. Rocks mechanics Sound Strength of materials (elasticity, plasticity, buckling, etc.) Structural analysis. Stresses Tensile strength |
| title | Prediction of Uniaxial Compressive Strength, Tensile Strength and Porosity of Sedimentary Rocks Using Sound Level Produced During Rotary Drilling |
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