للكاتب
N.E.Marei
Construction Research Institute, National Water Research
Center, Delta Barrage, Kanater, Egypt.
ABSTRACT
During the last three decades, different regions of Nile embankments passing through
Meet AbuGhaleb – Domitta governorate, AbuSeer Bana village – Elgarbia governorate,
ElKatta village – Giza governorate, and Salam village – Asuyt governorate are
exposed to deterioration with time, consequently the factor of safety against sliding is
decreasing until reaching to unstable state. The factors affecting on the stability of Nile
embankment such as bank geometry, material properties, scouring, wave action, and
exposing to additional load are investigated. In this study, field and laboratory testing
programs are established and executed to specify the required soil engineering
properties. A numerical model is utilized to study the stability of Nile embankments
against sliding under the above mentioned actions. The stability of the embankment
with its actual condition is examined and it reveals the critical stability factor. The
embankment is strengthened with graded dolomite stones mass underlined by natural
soil filter. The result shows that, this strengthens block upgrade the stability factors of
embankment against sliding. Recommendations of the precautions to deal with these
regions in the future are also introduced.
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