Document
Date Created
2001
Publisher
Minnesota Department of Transportation
Format
Description
This report presents the results of a study that investigated the reinforcement function of geosynthetics for typical Minnesota low volume roadways. Researchers conducted a series of numerical simulations using the finite difference program FLAC. The numerical tests consisted of a static, circular nine kip loading over a variety of typical surfaced and unsurfaced road cross sections that were reinforced with geotextiles and geogrids. Researchers used elastic and elasto-plastic models with frictional interfaces to simulate the layered roadway system. The results of the study indicate that the addition of a geosynthetic does provide reinforcement to the roadway as long as the geosynthetic is stiffer than the subgrade material. However, for most of the cases studied, the benefit in terms of deflection reduction, was very small. Only for the poorest subgrades was the reinforcement benefit substantial.
Collection Name
Series
Report Number
2001-15
File Type
Object File Name
200115.pdf
Rights Statement
Content Statement
This item was digitized from the original print text.
Physical Location
MnDOT Library
Persistent Link
https://hdl.handle.net/20.500.14153/mndot.2430

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