Performance of Ground Anchored Walls Subjected to Dynamic and Pseudo-Static Loading
نویسندگان
چکیده
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, results were successfully validated against full-scale experimental data. Analyses performed on 10, 20-m-height stabilized excavated slopes with 60° to 90° inclination angle horizon represent an applicable variety wall geometries. In analysis, statically models subjected 0.2 0.6g peak acceleration evaluate effect ground their performance. Furthermore, analyses coefficients ranging from 0.06 0.22. The revealed that generally showed acceptable performances loading, while higher axial forces induced anchors in steeper models. comparing a good agreement between two methods' predictions mobilized force along anchors. Pseudo-static then proposed replicate results, considering slope geometry load acceleration. required values match successfully. indicate coefficient tend increase any given model. Doi: 10.28991/cej-2021-03091703 Full Text: PDF
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ژورنال
عنوان ژورنال: Civil Engineering Journal
سال: 2021
ISSN: ['2676-6957', '2476-3055']
DOI: https://doi.org/10.28991/cej-2021-03091703