An-Najah National University

Civil Engineering Department Head

 

 
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  • Saturday, August 1, 2009
  • Simplified Analysis and Design of Bored Cast in-situ Reinforced Concrete Cantilever Sheet Pile Walls in Clayey Soils
  • Published at:The Islamic University Journal (Series of Natural Studies and Engineering), Vol.17, No.1, pp 89-108 , 2009
  • Many excavation support systems are available, bored cast in-situ reinforced concrete cantilever sheet pile wall is the support system under consideration in this paper. There is no specific design and analysis procedure for such excavation support system and most designers rely on experience rather than on engineering methods. The aim of this paper is to present a simplified analysis and design method to the proposed excavation support system in clayey soil, which will provide valuable design parameters, such as, penetration depth of the sheet pile, maximum bending moment and shear force, and maximum deflection at the top of the cantilever sheet pile for various arrangements of bored piles that form sheet piling.

     
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Isam Ghaleb Muneeb Jardaneh
Geotechnical Engineering (Soil Mechanics and Foundation Engineering)
 
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