Evaluation of the Validity of Groutability Prediction Formulas by Means of Superfine Cement Grouts
Extensive laboratory grouting tests were conducted using ultrafine cement suspensions to evaluate the validity and reliability of groutability prediction formulas proposed by several researchers for the cement based grouts of soils. Initially, such basic rheological properties as setting time, visco...
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Veröffentlicht in: | Geotechnical and geological engineering 2019-10, Vol.37 (5), p.3925-3936 |
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description | Extensive laboratory grouting tests were conducted using ultrafine cement suspensions to evaluate the validity and reliability of groutability prediction formulas proposed by several researchers for the cement based grouts of soils. Initially, such basic rheological properties as setting time, viscosity and stability of ultrafine cement suspensions with or without dispersive agent were studied. Next, the penetration performance of suspensions into various graded medium to fine sand specimens prepared at different relative densities was investigated. Finally, the grouting test results were compared with those obtained from groutability prediction formulas and it was found out that the proposed prediction formulas could not be used as a sole and exclusive criterion to predict the groutability of soils. |
doi_str_mv | 10.1007/s10706-019-00882-5 |
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Initially, such basic rheological properties as setting time, viscosity and stability of ultrafine cement suspensions with or without dispersive agent were studied. Next, the penetration performance of suspensions into various graded medium to fine sand specimens prepared at different relative densities was investigated. Finally, the grouting test results were compared with those obtained from groutability prediction formulas and it was found out that the proposed prediction formulas could not be used as a sole and exclusive criterion to predict the groutability of soils.</description><identifier>ISSN: 0960-3182</identifier><identifier>EISSN: 1573-1529</identifier><identifier>DOI: 10.1007/s10706-019-00882-5</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Cement ; Civil Engineering ; Concrete ; Earth and Environmental Science ; Earth Sciences ; Geotechnical Engineering & Applied Earth Sciences ; Grouting ; Hydrogeology ; Original Paper ; Reliability analysis ; Rheological properties ; Soil ; Soil stability ; Soils ; Terrestrial Pollution ; Ultrafines ; Viscosity ; Waste Management/Waste Technology</subject><ispartof>Geotechnical and geological engineering, 2019-10, Vol.37 (5), p.3925-3936</ispartof><rights>Springer Nature Switzerland AG 2019</rights><rights>Geotechnical and Geological Engineering is a copyright of Springer, (2019). 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Initially, such basic rheological properties as setting time, viscosity and stability of ultrafine cement suspensions with or without dispersive agent were studied. Next, the penetration performance of suspensions into various graded medium to fine sand specimens prepared at different relative densities was investigated. Finally, the grouting test results were compared with those obtained from groutability prediction formulas and it was found out that the proposed prediction formulas could not be used as a sole and exclusive criterion to predict the groutability of soils.</description><subject>Cement</subject><subject>Civil Engineering</subject><subject>Concrete</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Grouting</subject><subject>Hydrogeology</subject><subject>Original Paper</subject><subject>Reliability analysis</subject><subject>Rheological properties</subject><subject>Soil</subject><subject>Soil stability</subject><subject>Soils</subject><subject>Terrestrial Pollution</subject><subject>Ultrafines</subject><subject>Viscosity</subject><subject>Waste Management/Waste Technology</subject><issn>0960-3182</issn><issn>1573-1529</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp9kE1LxDAQhoMouK7-AU8Fz9FJ0rTNUZb9EFYU_LiGpDvRLt1mTVph_73tVvDmaXiH552Bh5BrBrcMIL-LDHLIKDBFAYqCU3lCJkzmgjLJ1SmZgMqAClbwc3IR4xYAeAZsQuz829SdaSvfJN4l7Scm76auNlV7GPIy-K41tqqH_BxwU5VHdOHDrqtNTOwheUTTxAF-6fYYXNVgMsMdNu3YjpfkzJk64tXvnJK3xfx1tqLrp-XD7H5NjUh5SzNAxRWzyIXZ5MYi5q6EXHDGbL92jpdcghRciLQUqSiyTCmbSomFEzJ1Ykpuxrv74L86jK3e-i40_UvNeZYWwJgseoqPVBl8jAGd3odqZ8JBM9CDSz261L1LfXSpZV8SYyn2cPOB4e_0P60fOuJ22A</recordid><startdate>20191001</startdate><enddate>20191001</enddate><creator>Mollamahmutoğlu, Murat</creator><creator>Avci, Eyubhan</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>7UA</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AEUYN</scope><scope>AFKRA</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>H96</scope><scope>HCIFZ</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope></search><sort><creationdate>20191001</creationdate><title>Evaluation of the Validity of Groutability Prediction Formulas by Means of Superfine Cement Grouts</title><author>Mollamahmutoğlu, Murat ; 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Initially, such basic rheological properties as setting time, viscosity and stability of ultrafine cement suspensions with or without dispersive agent were studied. Next, the penetration performance of suspensions into various graded medium to fine sand specimens prepared at different relative densities was investigated. Finally, the grouting test results were compared with those obtained from groutability prediction formulas and it was found out that the proposed prediction formulas could not be used as a sole and exclusive criterion to predict the groutability of soils.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s10706-019-00882-5</doi><tpages>12</tpages></addata></record> |
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subjects | Cement Civil Engineering Concrete Earth and Environmental Science Earth Sciences Geotechnical Engineering & Applied Earth Sciences Grouting Hydrogeology Original Paper Reliability analysis Rheological properties Soil Soil stability Soils Terrestrial Pollution Ultrafines Viscosity Waste Management/Waste Technology |
title | Evaluation of the Validity of Groutability Prediction Formulas by Means of Superfine Cement Grouts |
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