Interpretation of In Situ State Parameters of Piezocone Penetration Tests in High Pile Rebound Soils-Reference-Cited by-同舟云学术

Interpretation of In Situ State Parameters of Piezocone Penetration Tests in High Pile Rebound Soils

Published:2023-01-20 Issue:2 Volume:46 Page:20220055
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Shaban Alaa M.¹,Cosentino Paul J.²

Affiliation:

1. Civil Engineering Department, Engineering College, University of Kerbala, Al-Muthafeen District, Karbala 56001, Iraq (Corresponding author), e-mail: alaa.shaban@uokerbala.edu.iq, https://orcid.org/0000-0003-1218-0566

2. Civil Engineering Department, Engineering College, Florida Institute of Technology, 150 West University Blvd., Melbourne, FL 32901, https://orcid.org/0000-0002-9463-2038

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference26 articles.

1. ASTM International. 2012. Standard Test Method for Electronic Friction Cone and Piezocone Penetration Testing of Soils. ASTM D5778-12. West Conshohocken, PA: ASTM International, approved January 1, 2012. https://doi.org/10.1520/D5778-12

2. ASTM International. 2012. Standard Test Method for High-Strain Dynamic Testing of Deep Foundations. ASTM D4945-17. West Conshohocken, PA: ASTM International, approved November 1, 2017. https://doi.org/10.1520/D4945-17

3. Authier, J. and B. H. Fellenius. 1980. “Quake Values Determined from Dynamic Measurements.” In Proceedings First International Conference on the Application of Stress-Wave Theory on Piles, 197–216. Rotterdam, the Netherlands: A. A. Balkema.

4. The Cone Penetration Test in Sands: Part I, State Parameter Interpretation;Been;Géotechnique,1986

5. Cosentino, P. J., E. Kalajian, T. J. Misilo III, Y. Chin Fong, K. Davis, F. Jarushi, and A. Bleakley. 2010. Design Phase Identification of High Pile Rebound Soils, Report No. FL/DOT/BDK81 977-01. Tallahassee, FL: Florida Department of Transportation.

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