Contribution of Vertical Skin Friction to the Lateral Resistance of Large-Diameter Shafts
Author:
Affiliation:
1. Professor, Dept. of Structural Engineering, College of Engineering, Mansoura Univ., Mansoura, Egypt.
2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Alabama, Huntsville, AL 35899.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000505
Reference33 articles.
1. Modeling Lateral Soil-Pile Response Based on Soil-Pile Interaction
2. Ashour M. Norris G. M. and Elfass S. (2004a). “Analysis of laterally loaded intermediate or long drilled shafts of small or large diameter in layered soil.” Rep. to the State of California Dept. of Transportation ( CALTRANS ) Contract No. 59A0348 Los Angeles.
3. Mobilized side and tip resistances of piles in clay
4. Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model
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