CPT-Based Axial Capacity Design Method for Driven Piles in Clay-Reference-Cited by-同舟云学术

CPT-Based Axial Capacity Design Method for Driven Piles in Clay

Published:2022-09 Issue:9 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lehane Barry M.¹^ORCID,Liu Zhongqiang²,Bittar Eduardo J.³^ORCID,Nadim Farrokh⁴,Lacasse Suzanne⁵,Bozorgzadeh Nezam⁶,Jardine Richard⁷^ORCID,Ballard Jean-Christophe⁸,Carotenuto Pasquale²,Gavin Kenneth⁹,Gilbert Robert B.¹⁰,Bergan-Haavik Jens¹¹^ORCID,Jeanjean Philippe¹²,Morgan Neil¹³

Affiliation:

1. Professor, School of Engineering, Univ. of Western Australia, Crawley, WA 6009, Australia (corresponding author). ORCID: .

2. Senior Engineer, Norwegian Geotechnical Institute, P.O. Box 3930 Ullevål Stadion, N-0806 Oslo, Norway.

3. Ph.D. Student, School of Engineering, Univ. of Western Australia, Crawley, WA 6009, Australia. ORCID: .

4. Technical Director, Norwegian Geotechnical Institute, P.O. Box 3930 Ullevål Stadion, N-0806 Oslo, Norway.

5. Expert Advisor, Norwegian Geotechnical Institute, P.O. Box 3930 Ullevål Stadion, N-0806 Oslo, Norway.

6. Professor, Dept. of Civil and Environmental Engineering, Imperial College, London SW7 2BU, UK.

7. Visiting Academic, Norwegian Geotechnical Institute, P.O. Box 3930 Ullevål Stadion, N-0806 Oslo, Norway. ORCID: .

8. Principal Engineer, Fugro Belgium, Rue du Bosquet, 1348 Louvain-la-Neuve, Belgium.

9. Professor, Faculty of Civil Engineering and Geosciences Building, Delft Univ. of Technology, 23 Stevinweg 1, P.O. Box 5048 2628, Delft, The Netherlands.

10. Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, TX 78712.

11. Principal Engineer, DNV AS, Veritasveien 1, Høvik 1363, Norway. ORCID: .

12. Senior Advisor, BP America, 501 Westlake Park Boulevard, Houston, TX 77079.

13. Principal Engineer, Lloyd’s Register EMEA, Kingswells Causeway, Aberdeen AB15 8PJ, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002847

Reference95 articles.

1. Akai K. K. Nakaseko T. Matsui M. Kamon Y. Tanaka and S. Suwa. 1991. “Geotechnical properties of marine clays in Osaka Bay.” In Vol. 1 of Proc. Geo-Coast ’91 5–11. Tokyo: Coastal Development Institute of Technology.

2. Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay

3. Amini A. B. H. Fellenius M. Sabbagh E. Naesgaard and M. Buehler. 2008. “Pile loading tests at Golden Ears Bridge.” In Proc. 61st Canadian Geotechnical Conf. 8. Edmonton Canada: Canadian Geotechnical Society.

4. API (American Petroleum Institute). 2011. “ANSI/API RP 2GEO: Geotechnical and foundation design considerations. ISO 19901-4:2003 (modified).” In Petroleum and natural gas industries—Specific requirements for offshore structures, part 4—Geotechnical and foundation design considerations. 1st ed. Washington, DC: API Publishing Services.

5. Audibert J. M. E. and T. K. Hamilton. 1998. “West Delta 58A Site Selection and Characterization.” In Vol. 1 of Proc. Offshore Technology Conf. 415–431. Houston: Offshore Technology Conference.

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