Performance of Hollow Bar Micropiles under Monotonic and Cyclic Lateral Loads-Reference-Cited by-同舟云学术

Performance of Hollow Bar Micropiles under Monotonic and Cyclic Lateral Loads

Published:2015-05 Issue:5 Volume:141 Page:04015010
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Abd Elaziz Ahmed Yehia¹,El Naggar M. Hesham²

Affiliation:

1. Geotechnical Engineer, AECOM Canada Ltd., 200-6870 Railway St., SE, Calgary, AB, Canada T2H 2V6 (corresponding author).

2. Professor and Research Director, Geotechnical Research Center, Dept. of Civil and Environmental Engineering, Western Univ., London, ON, Canada N6A 5B9.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001279

Reference22 articles.

1. Axial behaviour of hollow bar micropiles under monotonic and cyclic loading;Abd Elaziz A. Y.;Geotech. Test. J.,2012

2. Geotechnical capacity of hollow-bar micropiles in cohesive soils

3. Group behaviour of hollow-bar micropiles in cohesive soils

4. Case History Evaluation of Laterally Loaded Piles

5. ASTM. (2007). “Standard test methods for deep foundations under static lateral load.” D3966-07 West Conshohocken PA.

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