Axial Behavior of Innovative Sand-Coated GFRP Piles in Cohesionless Soil-Reference-Cited by-同舟云学术

Axial Behavior of Innovative Sand-Coated GFRP Piles in Cohesionless Soil

Published:2020-10 Issue:10 Volume:20 Page:04020179
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Almallah Ahmad¹,El Naggar Hany²^ORCID,Sadeghian Pedram³^ORCID

Affiliation:

1. Student, Dept. of Civil and Resource Engineering, Dalhousie Univ., 1360 Barrington St., Halifax, NS, Canada B3H 4R2.

2. Professor, Dept. of Civil and Resource Engineering, Dalhousie Univ., 1360 Barrington St., Halifax, NS, Canada B3H 4R2 (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil and Resource Engineering, Dalhousie Univ., 1360 Barrington St., Halifax, NS, Canada B3H 4R2. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001808

Reference38 articles.

1. Interface friction evolution of FRP tube confined concrete piles during the driving installation process

2. Enhancing the interface friction between glass fiber-reinforced polymer sheets and sandy soils through sand coating;Almallah A.;Geomech. Geoeng.,2019

3. Drivability of Glass FRP Composite Piling

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