Numerical evaluation of sheetpile walls anchored with geosynthetic tie-backs based on a monitored full scale case study /
التحليل العددى لحوائط ستائر معدنية مثبتة بمرابط خلفية من المنسوجات الصناعية معتمداً على نتائج رصد حالة واقعية
Mohammad Ahmad Abdallah Hagrass ; Supervised Mostafa Abukiefa , Rami Elsherbiny
- Cairo : Mohammad Ahmad Abdallah Hagrass , 2017
- 138 P. : facsimiles ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
The use of embedded retaining walls utilizing geosynthetic tie-backs is a new approach for side support systems which provide significant cost savings compared to traditional tie-back and anchored systems. A case study of an embedded sheetpile wall utilizing geosynthetic tie-backs from a real project in Egypt is presented and discussed to highlight the applicability, design considerations, and construction procedures of such system
Finite element analyses Geogrid reinforcement Geogrid tied back sheetpile