Geotechnical Solutions for Soil Improvement, Rapid Embankment Construction, and Stabilization of the Pavement Working Platform, Compaction “Roadeo” Field Demonstration: Roller-Integrated Compaction Monitoring and Subgrade Geosynthetic Reinforcement
dc.contributor.author | White, David | |
dc.contributor.author | Vennapusa, Pavana | |
dc.contributor.author | Han, Jie | |
dc.contributor.author | Christopher, Barry | |
dc.contributor.author | Gieselman, Heath | |
dc.contributor.author | Wang, Shiyun | |
dc.contributor.author | Rilko, Wayne | |
dc.contributor.author | Becker, Peter | |
dc.contributor.author | Horhota, David | |
dc.contributor.author | Pokharel, Sanat | |
dc.contributor.author | Thakur, Jitendra | |
dc.contributor.department | Institute for Transportation | |
dc.date | 2018-02-13T13:33:49.000 | |
dc.date.accessioned | 2020-06-30T04:51:23Z | |
dc.date.available | 2020-06-30T04:51:23Z | |
dc.date.embargo | 2013-08-26 | |
dc.date.issued | 2012-12-01 | |
dc.description.abstract | <p>This field demonstration project was conducted on the SR9B construction project in Jacksonville, Florida from May 16 to May 19, 2011. A Caterpillar CS74 vibratory smooth drum self-propelled roller weighing about 34,000 pounds was used on the project. The machine was setup with a roller-integrated compaction monitoring (RICM) system. Four test beds (TBs) were constructed and tested using the on-site poorly-graded sand embankment fill (A-3 according to the AASHTO classification system).</p> <p>TB1 involved constructing six test sections incorporating several different geosynthetic reinforcement materials: biaxial geogrid (BX), geogrid/nonwoven geotextile geocomposite (C30), polypropylene woven fabric (PPWF), and 100 mm or 150 mm geocell (GC) materials, and one control section. TB2 involved compacting a thick loose lift (about 1.2 m deep) in two sections―one with BX geogrid reinforcement and one without reinforcement. TBs 3 and 4 involved mapping project production areas using the RICM roller and selecting test locations based on the color-coded on-board computer display in the roller for in situ testing.</p> <p>The main objectives of this demonstration project were as follows: <ul> <li>Evaluate the use ofRICM technology with on-board computer display for compacted fill quality control (QC) and quality assurance (QA) testing </li> <li>Evaluate compaction influence depth under the RICM roller </li> <li>Evaluate differences in engineering properties between different types of geosynthetic and geocell reinforced fill test sections along with unreinforced fill test section using different QC/QA testing methods </li> <li>Evaluate differences in the in-ground dynamic stresses under the roller between different test sections </li> <li>Provide hands-on experience with RICM technology and various QC/QA testing technologies, and various geosynthetic/geocell reinforcement products to researchers and practitioners</li> </ul></p> | |
dc.format.mimetype | application/pdf | |
dc.identifier | archive/lib.dr.iastate.edu/intrans_reports/7/ | |
dc.identifier.articleid | 1001 | |
dc.identifier.contextkey | 4507843 | |
dc.identifier.s3bucket | isulib-bepress-aws-west | |
dc.identifier.submissionpath | intrans_reports/7 | |
dc.identifier.uri | https://dr.lib.iastate.edu/handle/20.500.12876/44911 | |
dc.language.iso | en | |
dc.source.bitstream | archive/lib.dr.iastate.edu/intrans_reports/7/SHRP_2_R02_compaction_roadeo_w_cvr.pdf|||Sat Jan 15 01:32:02 UTC 2022 | |
dc.subject.disciplines | Civil Engineering | |
dc.subject.keywords | Civil Construction and Environmental Engineering | |
dc.subject.keywords | CEER | |
dc.subject.keywords | compacted fill | |
dc.subject.keywords | compaction monitoring | |
dc.subject.keywords | geocell reinforcement | |
dc.subject.keywords | geosynthetic reinforcement | |
dc.subject.keywords | in situ testing | |
dc.subject.keywords | reinforced fills | |
dc.subject.keywords | RICM evaluation | |
dc.title | Geotechnical Solutions for Soil Improvement, Rapid Embankment Construction, and Stabilization of the Pavement Working Platform, Compaction “Roadeo” Field Demonstration: Roller-Integrated Compaction Monitoring and Subgrade Geosynthetic Reinforcement | |
dc.type | article | |
dc.type.genre | report | |
dspace.entity.type | Publication | |
relation.isAuthorOfPublication | cef57bd6-542c-4c8b-9d18-b327bf3befc2 | |
relation.isOrgUnitOfPublication | 0cffd73a-b46d-4816-85f3-0f6ab7d2beb8 |
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