Hemisphere-shaped iron joint between PHC pile and steel reinforced concrete column. part II: Experiment

Yeun Seung Lee, Jin Tak Oh, Young K. Ju

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

In Part I, to have an environmental-friendly, highly durable, cost saving, and easily constructible method in top-down construction, one prototype of a joint of PHC pile to column was suggested on the basis of analytical studies. In this paper, structural performance of such joint of PHC pile to column is experimentally analyzed with regard to axial strength and strains.

Original languageEnglish
Title of host publicationMechanical Engineering, Materials Science and Civil Engineering II
Pages950-953
Number of pages4
DOIs
Publication statusPublished - 2014
Event2nd International Conference on Mechanical Engineering, Materials Science and Civil Engineering, ICMEMSCE 2013 - Beijing, China
Duration: 2013 Oct 252013 Oct 26

Publication series

NameApplied Mechanics and Materials
Volume470
ISSN (Print)1660-9336
ISSN (Electronic)1662-7482

Other

Other2nd International Conference on Mechanical Engineering, Materials Science and Civil Engineering, ICMEMSCE 2013
CountryChina
CityBeijing
Period13/10/2513/10/26

Keywords

  • Constructability
  • Drilled shaft
  • Joint of PHC pile to column
  • PHC pile
  • Top-down method

ASJC Scopus subject areas

  • Engineering(all)

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  • Cite this

    Lee, Y. S., Oh, J. T., & Ju, Y. K. (2014). Hemisphere-shaped iron joint between PHC pile and steel reinforced concrete column. part II: Experiment. In Mechanical Engineering, Materials Science and Civil Engineering II (pp. 950-953). (Applied Mechanics and Materials; Vol. 470). https://doi.org/10.4028/www.scientific.net/AMM.470.950