Analysis of Vertical Piles Embedded in Organic Soil under Oblique Pull-Out Load-Reference-Cited by-同舟云学术

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Analysis of Vertical Piles Embedded in Organic Soil under Oblique Pull-Out Load

Published:2018-10-16 Issue:5 Volume:42 Page:20170178
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Hamed Majid¹,Canakci Hanifi²,Nasr Ahmed³

Affiliation:

1. Department of Civil Engineering, Kirkuk University, Baghdad Rd., Kirkuk, Iraq (Corresponding author), e-mail: macid79@gmail.com, https://orcid.org/0000-0003-1334-1333

2. Department of Civil Engineering, Gaziantep University, Üniversite Bulvarı 27310 Sehitkamil, Gaziantep, Turkey, https://orcid.org/0000-0002-1392-1701

3. Department of Structure Engineering, Tanta University, 4 Dr. Borge St., Bolkly – Alexandria, Tanta, Al Gharbiyah Governorate, Egypt

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Centrifuge model tests on an anchor pile under cyclic oblique pullout load using transparent sand;Marine Georesources & Geotechnology;2024-04-13

2. DEM Analysis and Prediction for the Lateral Interaction of Monopile in Gravel Soil;Geotechnical and Geological Engineering;2020-06-10

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