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Evaluation of Prediction Methods for Lateral Deformation of GRS Walls and Abutments
2017
Journal of Geotechnical and Geoenvironmental Engineering
Geosynthetic reinforced soil (GRS) walls and abutments are increasingly used to support transportation infrastructure. A pressing question in their response is the amount of horizontal deflection expected under service loads. This paper presents an evaluation of six methods for predicting the lateral deformation of GRS walls and abutments, namely the FHWA, Geoservice, CTI, Jewell-Milligan, Wu, and Adams methods. Field and laboratory performances of 17 GRS walls and abutments are compared with
doi:10.1061/(asce)gt.1943-5606.0001591
fatcat:3inqmktljnbjxe62iwzju5cyoy