Steel Fibers Reinforced Grouted and Fiber Reinforced Polymer Helical Screw Piles—A New Dimension for Deep Foundations Seismic Performance-Reference-Cited by-同舟云学术

Steel Fibers Reinforced Grouted and Fiber Reinforced Polymer Helical Screw Piles—A New Dimension for Deep Foundations Seismic Performance

Published:2011-03-11 Issue: Volume: Page:
ISSN:
Container-title:Geo-Frontiers 2011
language:
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Author:

Abdelghany Y.,Naggar H. El

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/41165%28397%2912

Reference6 articles.

1. Abdelghany Y. 2008. Monotonic and Cyclic Behavior of Helical Screw Piles Under Axial and Lateral Loading. Ph.D. thesis The University of Western Ontario Canada.

2. ASTM International. Standard Test Method for Individual Piles Under Static Axial Tensile Load. Designation D3689-90 (Reapproved 1995). West Conshohocken PA USA.

3. ASTM International. Standard Test Method for Individual Piles Under Static Axial Compressive Load. Designation D 1143-81 (Reapproved 1994). West Conshohocken PA USA.

4. Prakash S. and Sharma H.D. 1990. Pile foundations in engineering practice. John Wiley and Sons New York N.Y.

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