Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques-Reference-Cited by-同舟云学术

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Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques

Published:2023-05-11 Issue:6 Volume:8 Page:
ISSN:2364-4176
Container-title:Innovative Infrastructure Solutions
language:en
Short-container-title:Innov. Infrastruct. Solut.

Author:

Sakr Mohamed A.,Azzam Waseim R.^ORCID,Kassim Hatem K.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Link

https://link.springer.com/content/pdf/10.1007/s41062-023-01134-5.pdf

Reference43 articles.

1. Adejumo TW (2015) Effects of shape and technology of installation on the bearing capacity of pile foundations in layered soil. Scholars J Eng Technol 3(2A):104–111

2. American Petroleum Institute (ANSI/API - Recommended Practice). (2011). Geotechnical and Foundation Design Considerations. ISO 19901–4:2003

3. American Petroleum Institute (2007) API recommended practice for planning, designing and constructing fixed offshore platforms - working stress design - RP 2A. API Publishing Services, Washington

4. Associated Pile and Fitting Company. APF-General Brochure-1017. (n.d.). Retrieved from www.associatedpile.com. Retrieved from http://www.associatedpile.com/File%20Library/Document%20Library/English/Brochures/APF_General_Brochure_1017.pdf

5. Balachowski L (2006) Scale effect in shaft friction from the direct shear interface tests. Archiv Civil Mech Eng J VI(3):14–29

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