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Performance of Ground Anchored Walls Subjected to Dynamic and Pseudo-Static Loading
2021
Civil Engineering Journal
This study investigates the response of pre-stressed anchored excavation walls under dynamic and pseudo-static loadings. A finite difference numerical model was developed using FLAC2D, and the results were successfully validated against full-scale experimental data. Analyses were performed on 10, and 20-m-height stabilized excavated slopes with 60° to 90° of inclination angle with the horizon to represent an applicable variety of wall geometries. In dynamic analysis, the statically stabilized
doi:10.28991/cej-2021-03091703
fatcat:wxj64isd4jhalg6kruq3bo4ja4