Analytical Approach for Seismic Performance of Extended Pile-Shafts-Reference-Cited by-同舟云学术

Analytical Approach for Seismic Performance of Extended Pile-Shafts

Published:2018-10 Issue:10 Volume:23 Page:04018069
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Heidari Mehdi¹,Hesham El Naggar M.²

Affiliation:

1. Postdoctoral Associate, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London, Ontario, N6H 4W1, Canada (corresponding author).

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

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.1943-5592.0001272

Reference34 articles.

1. A numerical study into lateral cyclic nonlinear soil–pile response

2. Aschenbrenner T. and R. Olson. 1984. “Prediction of settlement of single piles in clay.” In Proc. Analysis and Design of Pile Foundations 41–58. New York: ASCE.

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

4. Laterally Loaded Piles and the Pressuremeter: Comparison of Existing Methods

5. Inelastic Seismic Response of Bridge Drilled-Shaft RC Pile/Columns

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