Stability Improvement Against Toppling Failure in the Upper Plateau of Gebel Mokattam

Author:

Jaher A. A.,Mashhour I. M.ORCID,Akl S. A.ORCID,Amer M.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference28 articles.

1. Abouleid A, El-Leboudy A, Hafez H, Eid H (1987) Some geotechnical properties of Mokattam Shale. The Egyptian society of soil mechanics and foundation, vol 2

2. Abd El-Latif M (2012) Slope stability of jointed rock masses. Ph.D. thesis, Ain Shams University, Egypt

3. Abdallah T, Helal H (1989) The stability of EL-Mokattam plateau and its impact on physical planning Cairo, Egypt. Modeling, simulation and control, C, vol 17, No 2. AMSE Press

4. Abdel-Tawab S (1989) Engineering geology of some areas in the greater Cairo. Ph.D. thesis, Ain shams university, Egypt

5. Adel H, Akl S, Hegazy Y (2020) Cost benefit analysis for rock-side slope failure prevention on using reliability based design. Eng Appl Sci 67:2245–2264

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