PERFORMANCE OF A SINGLE PILE UNDER COMBINED AXIAL AND LATERAL LOADS IN LAYERED SANDY SOIL

المؤلفون

  • Saad Farhan Ibrahim Civi Engineering Department, Faculty of Engineering, Isra University , Amman , Jordan مؤلف
  • Madhat Shakir Al-Soud Civil Engineering Department, Mustansiriyah University, Baghdad, Iraq مؤلف
  • Fawaz Ibrahim Al-Asadi Ministry of Labour and Social Affairs, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

combined loading، sand، layered soil، single pile، slenderness ratio

الملخص

A combination of axial and lateral was applied on a small scale model piles embedded in layered sand soil. Two types of piles were used (open and closed ended steel box piles), while the relative density (Dr) of the upper and lower sand layers were (55%) and (85%) respectively. The effect of slenderness ratio (L/D) were also considered in this study (L/D= 10, 15, 20, and 25). It is shown that the axial capacity of closed ended pile is greater than the open ended pile by (12 – 33) %. The presence of a vertical load caused an increase in the lateral load capacity at all slenderness ratios but the influence of vertical load decreases with increase in slenderness ratio of piles at all vertical load levels for both types of piles.

 

التنزيلات

Key Dates

منشور

2018-01-01

إصدار

مجلد 22 عدد 1 (2018): Journal of Engineering and Sustainable Development

القسم

Articles

الرخصة

Creative Commons License

هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.

The Journal of Engineering and Sustainable Development is an open-access journal that all contents are free of charge. Articles of this journal are licensed under the terms of the Creative Commons Attribution International Public License CC-BY 4.0 (https://creativecommons.org/licenses/by/4.0/legalcode) that licensees are unrestrictly allowed to search, download, share, distribute, print, or link to the full texts of the articles, crawl them for indexing and reproduce any medium of the articles provided that they give the author(s) proper credits (citation). The journal allows the author(s) to retain the copyright of their published article.
Creative Commons-Attribution (BY)

كيفية الاقتباس

Farhan Ibrahim, S. ., Shakir Al-Soud, M. ., & Ibrahim Al-Asadi, F. . (2018). PERFORMANCE OF A SINGLE PILE UNDER COMBINED AXIAL AND LATERAL LOADS IN LAYERED SANDY SOIL. مجلة الهندسة والتنمية المستدامة, 22(1), 121-136. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/329

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