Analytical study on the shear failure of PHC piles with large diameter

Naotaka Yamamoto, Shinji Kishida, Keiichi Katori, Shizuo Hayashi

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Abstract

Interest in pile structure design for earthquake-resistant buildings has risen sharply after the damage caused to pile foundations by the great earthquake in Hanshin areas. Also, the increase of building structural size has required the use of larger diameter piles. However, there have been few studies on piles with a large diameter were applied. In this study, we examined the mechanism to shear failure due to the cracking of the pile by the three-dimensional finite element method.

Original languageEnglish
Pages (from-to)217-224
Number of pages8
JournalTransactions of the Japan Concrete Institute
Volume20
Publication statusPublished - 1998
Externally publishedYes

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ASJC Scopus subject areas

  • Building and Construction

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