Ultimate Bearing Capacity of Helical Piles as Electric Transmission Tower Foundations in Unsaturated Soils: Analytical, Numerical, and Experimental Investigations-Reference-Cited by-同舟云学术

Ultimate Bearing Capacity of Helical Piles as Electric Transmission Tower Foundations in Unsaturated Soils: Analytical, Numerical, and Experimental Investigations

Published:2022-11 Issue:11 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Garakani Amir Akbari¹^ORCID,Serjoie Kay Armin²^ORCID

Affiliation:

1. Assistant Professor, Niroo Research Institute, Room 403 - 4th Floor - Power Industry Structures Research Dept. - Niroo Research Institute - at the End of Dadman Blvd. - Shahrak Gharb, Postal Box: 14665517 Tehran 1468617151, Iran (corresponding author). ORCID: .

2. Civil Engineering Dept., Islamic Azad Univ., Karaj, Iran, Tehran, Iran. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002585

Reference52 articles.

1. Effects of vertical loading on lateral screw pile performance;Al-Baghdadi T. A.;Proc. Inst. Civ. Eng. Geotech. Eng.,2017

2. ASTM. 2007a. Standard test methods for deep foundations under static axial compressive load. ASTM 1143/D1143M-07. Annual Book of ASTM Standards. West Conshohocken, PA: ASTM.

3. ASTM. 2007b. Standard test methods for deep foundations under static axial tensile load. ASTM D3689-07. Annual Book of ASTM Standards. West Conshohocken, PA: ASTM.

4. The principle of effective stress;Bishop A. W.;Teknik Ukeblad,1959

5. Budhu, M. 2010. Soil mechanics and foundations. 3rd ed. Hoboken, NJ: Wiley.

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