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A regression model predicting the compressive strength of concrete by means of nondestructive, acoustic measurements
dc.creator | Pinto, Zeena Blossom | |
dc.date.accessioned | 2012-06-07T23:07:50Z | |
dc.date.available | 2012-06-07T23:07:50Z | |
dc.date.created | 2001 | |
dc.date.issued | 2001 | |
dc.identifier.uri | https://hdl.handle.net/1969.1/ETD-TAMU-2001-THESIS-P553 | |
dc.description | Due to the character of the original source materials and the nature of batch digitization, quality control issues may be present in this document. Please report any quality issues you encounter to digital@library.tamu.edu, referencing the URI of the item. | en |
dc.description | Includes bibliographical references (leaves 47-48). | en |
dc.description | Issued also on microfiche from Lange Micrographics. | en |
dc.description.abstract | A sample size of 81, 4" diameter concrete standard cylinders were tested using nondestructive means. These cylinders were collected from three different ready-mix plants across Texas located in Houston, San Antonio and Victoria. The sound produced by the bounces of a steel ball on the test cylinder were digitally recorded. The independent variable, compressive strength, in pounds per square inch was then measured by means of a standard ASTM test using a hydraulic press. Certain acoustic measurements were made on the recordings using a software package called Cool Edit 2000. The study found that the compressive strength of a concrete cylinder could be predicted by a combination of plant location and acoustic measurements. A multiple linear regression model was found to be significant at p-value < 0.001 and had an adjusted R² of about 0.85. The model was: COMPRESSIVE STRENGTH = 6447.202709 - 1378.58823* Houston - 2602.62171* San Antonio + 33177.54748* Elapsed Time from Peak-two-to-Peak-three. Elapsed time is the time between two bounces measured in seconds. A peak is produced every time a steel ball bounces on the surface of the concrete cylinder. The elapsed time here is the time between the second and third bounce. | en |
dc.format.medium | electronic | en |
dc.format.mimetype | application/pdf | |
dc.language.iso | en_US | |
dc.publisher | Texas A&M University | |
dc.rights | This thesis was part of a retrospective digitization project authorized by the Texas A&M University Libraries in 2008. Copyright remains vested with the author(s). It is the user's responsibility to secure permission from the copyright holder(s) for re-use of the work beyond the provision of Fair Use. | en |
dc.subject | construction management. | en |
dc.subject | Major construction management. | en |
dc.title | A regression model predicting the compressive strength of concrete by means of nondestructive, acoustic measurements | en |
dc.type | Thesis | en |
thesis.degree.discipline | construction management | en |
thesis.degree.name | M.S. | en |
thesis.degree.level | Masters | en |
dc.type.genre | thesis | en |
dc.type.material | text | en |
dc.format.digitalOrigin | reformatted digital | en |
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