Numerical Evaluation of Drag Force on Integral Abutment Piles

Author:

Drbe Osama1,El Naggar M. Hesham2ORCID,Sadrekarimi Abouzar3,Ramadan Safwat4ORCID

Affiliation:

1. Dept. of Civil and Environmental Engineering, Western Univ., London, ON, Canada N6A 5B9.

2. Professor, Dept. of Civil and Environmental Engineering, Western Univ., London, ON, Canada N6A 5B9 (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Western Univ, London, ON, Canada N6A 5B9.

4. Postdoctoral Associate, Dept. of Civil and Environmental Engineering, Western Univ., London, ON, Canada N6A 5B9; Assistant Professor, Public Works Engineering Dept., Cairo Univ., Giza, Egypt. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Acra Y. B. R. R. Avent and M. R. Taha. 1994. “Down drag on friction piles: A case history.” In Vertical and Horizontal Deformations of Foundations and Embankments Geotechnical Special Publication No. 40 edited by A. T. Yeung and G. Y. Felio 986–999.

2. ASTM. 2007. Standard test method for particle-size analysis of soils. ASTM D422. West Conshohocken, PA: ASTM.

3. ASTM. 2010. Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318. West Conshohocken, PA: ASTM.

4. ASTM. 2011. Standard test methods for one-dimensional consolidation properties of soils using incremental loading. ASTM D2435. West Conshohocken, PA: ASTM.

5. ASTM. 2012. Standard test method for one-dimensional consolidation properties of saturated cohesive soils using controlled-strain loading. ASTM D4186. West Conshohocken, PA: ASTM.

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