Database Assessment of CPT-Based Design Methods for Axial Capacity of Driven Piles in Siliceous Sands-Reference-Cited by-同舟云学术

Database Assessment of CPT-Based Design Methods for Axial Capacity of Driven Piles in Siliceous Sands

Published:2008-09 Issue:9 Volume:134 Page:1227-1244
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Schneider James A.¹²³,Xu Xiangtao¹²³,Lehane Barry M.¹²³

Affiliation:

1. Ph.D. Student, School of Civil and Resource Engineering, The Univ. of Western Australia, Crawley, Perth WA 6009, Australia (corresponding author).

2. Ph.D. Student, School of Civil and Resource Engineering, The Univ. of Western Australia, Crawley, Perth WA 6009, Australia.

3. Professor, School of Civil and Resource Engineering, The Univ. of Western Australia, Crawley, Perth WA 6009, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282008%29134%3A9%281227%29

Reference59 articles.

1. Axial load transfer for piles in sand. I. Tests on an instrumented precast pile

2. Appendino M. (1981). “Interpretation of axial load tests on long piles.” Proc. 10th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 2 Balkema Rotterdam 593–598.

3. Axelsson G. (2000). “Long term setup of driven piles in sand.” Ph.D. thesis Royal Institute of Technology Stockholm Sweden.

Cited by 72 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Load-displacement appraisal and analysis for driven piles; a data-centric approach;Computers and Geotechnics;2024-07

2. Hyperbolic load–displacement analysis of helical and expanded piles: database approach;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2024-06-15

3. A case study of foundation damping in a piled offshore wind jacket structure;Soil Dynamics and Earthquake Engineering;2024-05

4. Hysteretic Damping of Piles in Sands for Offshore Wind Jacket Structures;Journal of Geotechnical and Geoenvironmental Engineering;2024-04

5. Failure analyses of open-ended pre-stressed high-strength concrete pile during driving: insights from distributed fiber optic sensing;Acta Geotechnica;2024-02-12