Geosynthetic Subgrade Stabilization - Field Testing and Design Method Calibration

dc.contributor.authorCuelho, Eli V.
dc.contributor.authorPerkins, Steve W.
dc.date.accessioned2017-04-13T19:21:51Z
dc.date.available2017-04-13T19:21:51Z
dc.date.issued2017-03
dc.description.abstractGeogrids and geotextiles are used routinely to stabilize weak subgrade soils during road construction. Typical subgrade stabilization applications are temporary haul roads or unpaved low-volume roads, but can also include paved roads built on poorer foundation materials. Full-scale test sections were constructed, trafficked and monitored to compare the relative operational performance of geosynthetics used as subgrade stabilization, as well as determine which material properties were most related to performance. Unpaved test sections were constructed using twelve geosynthetics consisting of a variety of geogrids and geotextiles. Multiple control test sections were also built to evaluate the effect that subgrade strength, base course thickness, and/or presence of the geosynthetic had on performance. Even though the geotextile materials used during this study showed good performance as subgrade stabilization, material properties associated with their performance was difficult to establish due to the limited number of test sections and lack of relevant tests to properly characterize these types of materials for this application. Using longitudinal rut as the primary indicator of performance, it was determined through a linear regression analysis that the stiffness of the geogrid junctions in the cross-machine direction correlated best with performance in this application and under these conditions. Using this knowledge, the design equation associated with the Giroud-Han method was calibrated to make geogrid junction stiffness in the cross-machine direction the primary property of the geosynthetic, thereby replacing geogrid aperture stability modulus. The calibration and verification of this method is described herein.en_US
dc.description.sponsorshipUnited States departments of transportation- Idaho, Montana, New York, Ohio, Oklahoma, Oregon, South Dakota, Texas and Wyoming.en_US
dc.identifier.citationCuelho, Eli V., and Steve W. Perkins. "Geosynthetic Subgrade Stabilization - Field Testing and Design Method Calibration." Transportation Geotechnics 10 (March 2017): 22–34. doi:10.1016/j.trgeo.2016.10.002.en_US
dc.identifier.issn2214-3912
dc.identifier.urihttps://scholarworks.montana.edu/handle/1/12723
dc.language.isoen_USen_US
dc.rightsNOTICE: this is the author’s version of a work that was accepted for publication in Transportation Geotechnics. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Transportation Geotechnics, 10, (2017) 10.1016/j.trgeo.2016.10.002en_US
dc.titleGeosynthetic Subgrade Stabilization - Field Testing and Design Method Calibrationen_US
dc.typeArticleen_US
mus.citation.extentfirstpage22en_US
mus.citation.extentlastpage34en_US
mus.citation.journaltitleTransportation Geotechnicsen_US
mus.citation.volume10en_US
mus.data.thumbpage6en_US
mus.identifier.categoryChemical & Material Sciencesen_US
mus.identifier.categoryEngineering & Computer Scienceen_US
mus.identifier.doihttps://dx.doi.org/10.1016/j.trgeo.2016.10.002en_US
mus.relation.collegeCollege of Engineeringen_US
mus.relation.departmentCivil Engineering.en_US
mus.relation.researchgroupWestern Transportation Institute (WTI).en_US
mus.relation.universityMontana State University - Bozemanen_US

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