Discussion of “Development of Axial Pile Load Transfer Curves Based on Instrumented Load Tests” by Cécilia Bohn, Alexandre Lopes dos Santos, and Roger Frank-Reference-Cited by-同舟云学术

Discussion of “Development of Axial Pile Load Transfer Curves Based on Instrumented Load Tests” by Cécilia Bohn, Alexandre Lopes dos Santos, and Roger Frank

Published:2018-04 Issue:4 Volume:144 Page:07018005
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Fellenius Bengt H.¹

Affiliation:

1. Consulting Engineer, 2475 Rothesay Ave., Sidney, BC, Canada V8L 2B9.

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%29GT.1943-5606.0001867

Reference10 articles.

1. Discussion on pile test. Arkansas River project;Chin F. K.;J. Soil Mech. Found. Eng.,1971

2. Fellenius B. H. (2016a). “An excel template cribsheet for use with UniPile and UniSettle.” ⟨http://www.Fellenius.net⟩ (Jan. 1 2017).

3. Fellenius B. H. (2016b). “The unified design of piled foundations. The sven hansbo lecture.” Geotechnics for Sustainable Infrastructure Development—Geotec Hanoi 2016 Hanoi Vietnam 3–28.

4. Fellenius B. H. (2017). “Basics of foundation design—A textbook.” ⟨http://www.Fellenius.net⟩ (Jan. 1 2017).

5. Goudreault P. A. and Fellenius B. H. (2014). “UniPile version 5 user and examples manual.” ⟨http://www.UniSoftLtd.com⟩ (Jan. 1 2017).

Cited by 4 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. Optimizing load-displacement prediction for bored piles with the 3mSOS algorithm and neural networks;Ocean Engineering;2024-07

2. Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods;Soils and Rocks;2021-06-18

3. Discussion of “Comparison of Canadian Highway Bridge Design Code and AASHTO LRFD Bridge Design Specifications regarding pile design subject to negative skin friction”;Canadian Geotechnical Journal;2021-06

4. Cone penetration test-based load-transfer formulations for driven piles in sand;Géotechnique Letters;2020-12