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

Naotaka Yamamoto; Shinji Kishida; Keiichi Katori; Shizuo Hayashi

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

Naotaka Yamamoto, Shinji Kishida, Keiichi Katori, Shizuo Hayashi

Research output: Contribution to journal › Article › peer-review

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 language	English
Pages (from-to)	217-224
Number of pages	8
Journal	Transactions of the Japan Concrete Institute
Volume	20
Publication status	Published - 1998 Dec 1
Externally published	Yes

ASJC Scopus subject areas

Building and Construction

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title = "Analytical study on the shear failure of PHC piles with large diameter",

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.",

author = "Naotaka Yamamoto and Shinji Kishida and Keiichi Katori and Shizuo Hayashi",

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AU - Katori, Keiichi

AU - Hayashi, Shizuo

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Y1 - 1998/12/1

N2 - 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.

AB - 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.

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