Pile Response under Axial Tension Forces in Sandy Soils

Author:

Ibrahim Aser1,Ashour Mohamed2,Altahrany Ayman3

Affiliation:

1. Graduate Student, Dept. of Structural Engineering, Mansoura Univ., Mansoura City 35516, Egypt; Project Engineer, EMC Co., Egypt.

2. Associate Professor, Civil Engineering, Alabama A&M Univ., Normal, AL 35752; Professor of Civil Engineering, Mansoura Univ., Mansoura 35516, Egypt (corresponding author).

3. Assistant Professor, Dept. of Structural Engineering, Mansoura Univ., Mansoura City 35516, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. Poisson’s ratio effect on compressive and tensile shaft capacity of driven piles in sand: Theoretical formulation;Alawneh A. S.;Comput. Geotech.,2007

2. Pre- and post-liquefaction response of axially loaded piles in sands;Ashour M.;Int. J. Geomech.,2017

3. Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model

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