Axial monotonic and cyclic performance of fibre-reinforced polymer (FRP) – steel fibre–reinforced helical pulldown micropiles (FRP-RHPM)-Reference-Cited by-同舟云学术

Axial monotonic and cyclic performance of fibre-reinforced polymer (FRP) – steel fibre–reinforced helical pulldown micropiles (FRP-RHPM)

Published:2012-12 Issue:12 Volume:49 Page:1378-1392
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

El Sharnouby M.M.¹,El Naggar M.H.¹

Affiliation:

1. Department of Civil and Environmental Engineering, Western University, London, ON N6A 5B9, Canada.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2012-0009

Reference21 articles.

1. Embedded Anchor Response to uplift Loading

2. Armour, T., Groneck, P., Keeley, J., and Sharma, S. 2000. Micropile design and construction guidelines-implementation manual. Federal Highway Administration, Washington, D.C. FHWA-SA-97-070.

3. ASTM International. 2007. Standard test method for deep foundations under static axial compressive load. ASTM standard D1143/D1143M ASTM International, West Conshohocken, Pa.

4. Bowels, J.E. 1996. Foundation analysis and design. The McGraw-Hill Companies, Inc., New York.

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