Author : Ibrahim Mahmoud Mahdi Mostafa
CoAuthors : Ahmed M Ebid
Source : International Journal of Application or Innovation in Engineering & Management (IJAIEM)
Date of Publication : 01/2015
Abstract :
ABSTRACT These instructions provide you guidelines for preparing papers for International
Journal of Application or Innovation in Cantilevered sheet pile walls are commonly used in
shoring systems of deep excavation down to about 5.00 m. The most common design
procedure for this type of flexible retaining structures is to determine the required penetration
depth for stability and then increasing the calculated penetration depth by 20% to 40% to
achieve a factor of safety of about 1.5 to 2.0. This procedure has two disadvantages; first, .
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