| dc.contributor.advisor | Ley, Tyler | |
| dc.contributor.author | Cook, Marllon Daniel | |
| dc.date.accessioned | 2016-09-29T18:39:20Z | |
| dc.date.available | 2016-09-29T18:39:20Z | |
| dc.date.issued | 2015-07 | |
| dc.identifier.uri | https://hdl.handle.net/11244/45243 | |
| dc.description.abstract | This is an investigation into developing a relationship between aggregate proportioning and the workability of concrete for slip formed pavements and flowable concrete applications. Workability tests were developed for each application. Various aggregate proportioning techniques and aggregate concepts were evaluated. The aggregate proportioning technique based off gradation was shown to predictably change the workability of the concrete. Almost 800 different mixtures were conducted to validate workability tests and also develop gradation and proportioning limits for slip formed pavement and flowable concrete applications. These gradation and proportioning limits were further investigated to find insights into a mechanism. | |
| dc.format | application/pdf | |
| dc.language | en_US | |
| dc.rights | Copyright is held by the author who has granted the Oklahoma State University Library the non-exclusive right to share this material in its institutional repository. Contact Digital Library Services at lib-dls@okstate.edu or 405-744-9161 for the permission policy on the use, reproduction or distribution of this material. | |
| dc.title | Aggregate proportioning for slip formed pavements and flowable concrete | |
| dc.contributor.committeeMember | Cross, Stephen A. | |
| dc.contributor.committeeMember | Russell, Bruce W. | |
| dc.contributor.committeeMember | Clark, Peter E. | |
| osu.filename | Cook_okstate_0664D_14085.pdf | |
| osu.accesstype | Open Access | |
| dc.type.genre | Dissertation | |
| dc.type.material | Text | |
| thesis.degree.discipline | Civil Engineering | |
| thesis.degree.grantor | Oklahoma State University | |
