Empirical Bearing Capacity Formula for Steel Pipe Prebored and Precast Piles Based on Field Tests-Reference-Cited by-同舟云学术

Empirical Bearing Capacity Formula for Steel Pipe Prebored and Precast Piles Based on Field Tests

Published:2021-09 Issue:9 Volume:21 Page:04021165
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jeong Sangseom¹,Kim Dohyun²^ORCID,Park Jongjeon³^ORCID

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Yonsei Univ., Seoul 03722, Korea Republic.

2. Post-Doctorate Research Associate, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02140 (corresponding author). ORCID: .

3. Ph.D Candidate, Dept. of Civil and Environmental Engineering, Yonsei Univ., Seoul 03722, Korea Republic. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002112

Reference26 articles.

1. AIJ (Architectural Institute of Japan). 2004. Recommendations for design of building foundations. Tokyo: AIJ.

2. ASTM. 2009. Standard test method for piles under static axial compressive load. ASTM D1143-87. West Conshohocken, PA: ASTM.

3. Boresi, A. 1965. Elasticity in engineering mechanics. Hoboken, NJ: Prentice Hall.

4. Briaud, J. L., S. Jeong, and R. Bush. 1991. “Group effect in the case of downdrag.” In Geotechnical Engineering Congress, Geotechnical Special Publication 27, edited by F. G. McLean, D. A. Campbell, and D. W. Harris, 505–518. Reston, VA: ASCE.

5. Broms, B. 1979. “Negative skin friction.” In Vol. 2 of Proc., 6th Asian Regional Conf. of Soil Mechanics and Foundation Engineering, 41–75. Singapore: Southeast Asian Society of Soil Engineers and Institute of Engineers.

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