Effect of Casing and High-Strength Reinforcement on the Lateral Load Transfer Characteristics of Drilled Shaft Foundations-Reference-Cited by-同舟云学术

Effect of Casing and High-Strength Reinforcement on the Lateral Load Transfer Characteristics of Drilled Shaft Foundations

Published:2019-09 Issue:9 Volume:145 Page:04019056
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Li Qiang¹^ORCID,Stuedlein Armin W.²^ORCID,Marinucci Antonio³^ORCID

Affiliation:

1. Geotechnical Engineer, Jacobs Engineering Group, 1100 112th Ave. NE Suite 500, Bellevue, WA 98004. ORCID:

2. Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author). ORCID: .

3. Principal, V2C Strategists LLC, 33 Nassau Ave., Suite 17, Brooklyn, NY 11211. ORCID:

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.1943-5606.0002116

Reference28 articles.

1. Seismic Performance of High-Strength Steel RC Bridge Columns

2. Bierschwale M. W. H. M. Coyle and R. E. Bartoskewitz. 1981. “Lateral load tests on drilled shafts founded in clay.” In Proc. Drilled piers and caissons edited by M. W. O’Neill 98–113. New York: ASCE.

3. Weighted Residual Numerical Differentiation Algorithm Applied to Experimental Bending Moment Data

4. Brown D. A. 2004. “Zen and the art of drilled shaft construction: The pursuit of quality.” In Proc. GeoSupport Conf. 2004 1–15. Reston VA: ASCE. https://doi.org/10.1061/40713(2004)2.

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. Observations on the Seismic Loading of Rigid Inclusions based on 3D Numerical Simulations;DFI Journal The Journal of the Deep Foundations Institute;2023-01-01

2. Dynamic response of super-large-diameter steel casing under axial impact load;Ocean Engineering;2022-01

3. Lateral Responses of a Model Pile in Biocemented Sand;International Journal of Geomechanics;2021-11

4. Simplified design of new hybrid monopile foundations for offshore wind turbines;Ocean Engineering;2021-01