Efficacy of Design Methods for Predicting the Capacity of Large-Diameter Open-Ended Piles-Reference-Cited by-同舟云学术

Efficacy of Design Methods for Predicting the Capacity of Large-Diameter Open-Ended Piles

Published:2022-10 Issue:10 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rizk Andrew¹,Kodsy Antonio²^ORCID,Iskander Magued³^ORCID,Machairas Nikolaos⁴

Affiliation:

1. Associate Principal and Vice President, GZA GeoEnvironmental, Inc., 117 Canal Rd., South Bound Brook, NJ 08880; Research Assistant, Dept. of Civil and Urban Engineering, NYU Tandon School of Engineering, 6 Metrotech Center, Brooklyn, NY 11201.

2. Research Assistant, Dept. of Civil and Urban Engineering, NYU Tandon School of Engineering, 6 Metrotech Center, Brooklyn, NY 11201. ORCID: .

3. Professor and Chair, Dept. of Civil and Urban Engineering, NYU Tandon School of Engineering, 6 Metrotech Center, Brooklyn, NY 1120 (corresponding author). ORCID: .

4. Data & Analytics Leader, Haley & Aldrich, Inc., 5333 Mission Center Rd., Suite 300, San Diego, CA 92108; formerly, Research Assistant, Dept. of Civil and Urban Engineering, NYU Tandon School of Engineering, 6 Metrotech Center, Brooklyn, NY 11201.

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.1943-5606.0002824

Reference81 articles.

1. Aschenbrener, T. B., and R. E. Olson. 1984. “Prediction of settlement of single piles in clay.” In Analysis and design of pile foundations, 41–58. Reston, VA: ASCE.

2. Axelsson G. 2000. “Long-term set-up of driven piles in sand.” Doctoral dissertation Dept. of Civil and Environmental Engineering Institutionen för anläggning och miljö.

3. Creep, Ageing and Microstructural Change in Dense Granular Materials

4. Bradshaw A. S. S. Haffke and C. D. P. Baxter. 2012. “Load transfer curves from a large-diameter pipe pile in silty soil.” In Proc. ASCE Honoring Bengt H. Fellenius 2012: Full-Scale Testing and Foundation Design 590–601. Reston VA: ASCE.

5. Measured and Predicted Axial Response of 98 Piles

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