“(Elmadag-Kırıkkale) Ayr.- Kalecik Yolu Km:17+200 Heyelanı İyilestirme Projesi Hazırlanması İşi”, 107 s.ŞEKER N.P.
BRITISH STANDARD BS 8006 CODE
Code of Practice for Strengthened/Reinforced Soils and Other Fills.Toker, M., Kasım, E. HKIE-IEM-CIE TRIPARTITE SEMINAR.British Standard, BS8006-1, 1995. Assessment of External Stability of Reinforced Soil Wall using British Standard BS 8006 and Eurocode 7. European Committee for Standardization, Brussels.CHAN, S.H., YOO, Y.H., LIM, C.S., YAP, K.C., HIEW, L.C., 2017. Eurocode 7: Geotechnical design - part 1: General rules. Concise Eurocodes: Geotechnical design BS EN 1997-1: Eurocode 7, Part 1. Eurocode 7: Geotechnical Design Worked Examples, Dublin (Ireland) 13-14 June, 2013. Soil Probabilistic Slope Stability Analysis Using Stochastic Finite Difference Method. Şev Stabilitesi Problemlerinin Sayısal Analizler ile Karşılaştırılmalı Çözümü. Dov Leshchinsky, At Bologna, Italy.MISIR, G. Conference: International Symposium on Design and Practice of Geosynthetic-Reinforced Soil Structures- Honouring Research Achievement of Prof. External Stability of Reinforced Soil Walls. Presented at the Roads and Transportation Association of Canada Meeting, Calgary, Alta.NAUGHTON, P., SCUTTO, M., RIMOLDI, P., VICARI, M. A comprehensive and flexible stability program. PhD thesis, University of California, Berkeley, CA.FREDLUND, D. A study of slope stability and the undrained shear strength of clay shales. John Wiley and Sons, Inc., New York, N.Y.WRIGHT, S.
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For reinforced slopes and earthing walls, the BS 8006 standard gave more reliable results.
![british standard bs 8006 british standard bs 8006](https://0.academia-photos.com/attachment_thumbnails/35071552/mini_magick20190319-17796-bvkj2x.png)
As a result of the comparisons, the success rate of traditional limit equilibrium methods in slope stability analysis gives more conservative results. In addition to limit equilibrium methods, the factor of safety was also analysed by using finite element of shear strength reduction method.
![british standard bs 8006 british standard bs 8006](https://webstore.ansi.org/cover-pages/small/BSI/30260535.jpg)
The factor of safety calculated as the result of the analyses are divided by the value determined for each method, and the success rate is obtained, and these values are compared. For Eurocode 7 and BS 8006 standards, this value is accepted as 1. The limit of 1.5 factor of safety accepted for TS 8853 standard is accepted as the limit value for traditional limit equilibrium methods. In order to carried out this comparison, the minimum factor of safety in which the slope is stable within three methods are reduced to a common base. Within the scope of this study, the limit equilibrium methods and Eurocode 7 and BS 8006 standards, which are commonly used in slope stability analysis in our country, have been analysed on the cases which have been well studied in the literature.