Pile Cap Interaction with Bridge Pile Foundations under Lateral Loads-Reference-Cited by-同舟云学术

Pile Cap Interaction with Bridge Pile Foundations under Lateral Loads

Published:2019-06 Issue:6 Volume:24 Page:04019053
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ashour Mohamed¹,Abbas Aser I.²,Boskovic Srdan³

Affiliation:

1. Associate Professor of Civil Engineering, Dept. of Mechanical and Civil Engineering, Alabama A&M Univ., Normal, AL 35762 (corresponding author).

2. Graduate Research Assistant, Dept. of Mechanical and Civil Engineering, Alabama A&M Univ., Normal, AL 35762.

3. Assistant Branch Manager, Building & Earth, Huntsville, AL 35801.

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.1943-5592.0001408

Reference25 articles.

1. Employment of the P-Multiplier in Pile-Group Analysis

2. Pre-Liquefaction and Post-Liquefaction Responses of Axially Loaded Piles in Sands

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

4. Ashour M. G. M. Norris and A. Shamsabadi. 2001. “Effect of the non-linear behavior of pile material on the response of laterally loaded piles.” In Proc. 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. Edited by P. Shamsher. San Diego CA: Civil Architectural and Environmental Engineering.

5. Lateral Behavior of Pile Groups in Layered Soils

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