Improved Relationships for the Pile Base Response in Clayey Soils-Reference-Cited by-同舟云学术

Improved Relationships for the Pile Base Response in Clayey Soils

Published:2021-10 Issue:10 Volume:147 Page:04021095
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Comodromos Emilios M.¹^ORCID,Papadopoulou Mello C.²,Randolph Mark F.³

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Thessaly, Volos 38334, Greece (corresponding author). ORCID: .

2. Postdoctoral Researcher, Dept. of Civil Engineering, Univ. of Thessaly, Volos 38334, Greece.

3. Professor, Centre of Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Hwy., 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%29GT.1943-5606.0002606

Reference36 articles.

1. Amini A. B. H. Fellenius M. Sabbagh E. Naaesgaard and M. Buehler. 2008. “Pile loading tests at golden ears bridge.” In Proc. 61st Canadian Geotechnical Conf. 83–91. Edmonto Canada: GeoEdmonton.

2. Baguelin F. and R. Frank. 1979. “Theoretical studies of piles using the finite element method.” In Proc. Conf. Numerical methods in offshore piling 83–91. London: Institution of Civil Engineers.

3. The theory of indentation and hardness tests

4. Canadian Geotechnical Society. 2006. Canadian foundation engineering manual. 4th ed. Alberta, Canada: Canadian Geotechnical Society.

5. Analysis of vertically loaded pile groups

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