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- W2912162788 abstract "Geosynthetic reinforced soil (GRS) is a special soil with geosynthetic fabric closely stacked in layers as soil stabilization and considered an alternative design method to the conventional bridge support technology. In this research study, a field case study of Maree Michel bridge, which is located in Route LA 91 Vermilion Parish in Louisiana, was instrumented with six different types of instrumentations to monitor the performance of GRS-IBS bridge abutment and to develop 2D and 3D finite element models. The instrumentations include Shape Acceleration Array (SAA), earth pressure cells, strain gauges, piezometers, and thermocouples. Additionally, surveying was conducted at the bridge surface upon the completion of the construction. Two and three-dimensional finite elements (FE) computer program PLAXIS 2016 was chosen to model the GRS abutment. First, the FE simulation is performed for the case study, in which the FE models were verified using the results of field monitoring program. A comprehensive parametric study was then conducted to evaluate the effect of different design variables on the performance of the GRS-IBS." @default.
- W2912162788 created "2019-02-21" @default.
- W2912162788 creator A5040498100 @default.
- W2912162788 date "2022-06-10" @default.
- W2912162788 modified "2023-10-06" @default.
- W2912162788 title "FIELD INSTRUMENTATIONS AND NUMERICAL ANALYSIS OF GEOSYNTHETIC REINFORCED SOIL � INTEGRATED BRIDGE SYSTEM (GRS-IBS)" @default.
- W2912162788 doi "https://doi.org/10.31390/gradschool_dissertations.4710" @default.
- W2912162788 hasPublicationYear "2022" @default.
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