Mechanically Stabilized Earth Walls Design Using Limit State Criteria | ||||
| Engineering Research Journal (Shoubra) | ||||
| Volume 42, Issue 1, October 2019, Page 97-103 PDF (818.96 K) | ||||
| Document Type: Research articles | ||||
| DOI: 10.21608/erjsh.2019.406618 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
| Mayada Abd_Elfattah Mohammed Elhosary* ; Naseer Mosleh Saleh; Tarek Thabet Abdel-Fattah; Amany Gouda Hassan | ||||
| Faculty of Engineering At Shoubra, Benha University | ||||
| Abstract | ||||
| Limit state design (LSD) has been the basic design method for the Egyptian Code of Concrete Structures Design, and for steel buildings’ design code. However, The current issue for the Egyptian’s geotechnical design code is still based on the traditional global factor of safety (GFS) design approach. So the geotechnical engineering profession in Egypt is in the process of evaluating LSD for incorporation into the new geotechnical code. The aim of this paper is to calibrate the bearing capacity of mechanically stabilized earth (MSE) walls by using deterministic method. | ||||
| Keywords | ||||
| limit state design (LSD); Eurocode7; mechanically stabilized earth (MSE) wall; calibration | ||||
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