Tip resistance characterization of embedded piles with inclined tip plates using dynamic pile tests

Mijeong Seo; K. Han; J. B. Park; J. S. Lee

Tip resistance characterization of embedded piles with inclined tip plates using dynamic pile tests

Mijeong Seo, K. Han, J. B. Park, J. S. Lee

School of Civil, Environmental and Architectural Engineering

Research output: Contribution to conference › Paper › peer-review

2 Citations (Scopus)

Abstract

Several methods for increasing the tip resistances of embedded piles have been developed with a focus on reducing the cost and period of construction. The embedded piles with different tip plates were installed and the tip resistances of test piles were estimated through dynamic pile tests. The experimental results showed that the tip resistance of the pile with an inclined plate is larger than that of the pile without a tip plate. In addition, the tip resistance increases with an increase in the inclination angle of the tip plate. This study demonstrates that the tip resistance of embedded piles depends on the shape of the pile tip, and the tip resistance of piles can be maximized by controlling the inclination angle of the tip plate.

Original language	English
Publication status	Published - 2020
Event	16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019 - Taipei, Taiwan, Province of China Duration: 2019 Oct 14 → 2019 Oct 18

Conference

Conference	16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019
Country/Territory	Taiwan, Province of China
City	Taipei
Period	19/10/14 → 19/10/18

Keywords

Dynamic pile test
Embedded piles
Inclination angle
Inclined tip plate
Tip resistance

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology

Cite this

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title = "Tip resistance characterization of embedded piles with inclined tip plates using dynamic pile tests",

abstract = "Several methods for increasing the tip resistances of embedded piles have been developed with a focus on reducing the cost and period of construction. The embedded piles with different tip plates were installed and the tip resistances of test piles were estimated through dynamic pile tests. The experimental results showed that the tip resistance of the pile with an inclined plate is larger than that of the pile without a tip plate. In addition, the tip resistance increases with an increase in the inclination angle of the tip plate. This study demonstrates that the tip resistance of embedded piles depends on the shape of the pile tip, and the tip resistance of piles can be maximized by controlling the inclination angle of the tip plate.",

keywords = "Dynamic pile test, Embedded piles, Inclination angle, Inclined tip plate, Tip resistance",

author = "Mijeong Seo and K. Han and Park, {J. B.} and Lee, {J. S.}",

note = "Funding Information: This work was supported by the Korean Small Business Innovation Research Program grant by Korea Land & Housing Corporation. Publisher Copyright: Copyright {\textcopyright} Soil Mechanics and Geotechnical Engineering, ARC 2019.All rights reserved.; 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019 ; Conference date: 14-10-2019 Through 18-10-2019",

year = "2020",

language = "English",

}

TY - CONF

T1 - Tip resistance characterization of embedded piles with inclined tip plates using dynamic pile tests

AU - Seo, Mijeong

AU - Han, K.

AU - Park, J. B.

AU - Lee, J. S.

N1 - Funding Information: This work was supported by the Korean Small Business Innovation Research Program grant by Korea Land & Housing Corporation. Publisher Copyright: Copyright © Soil Mechanics and Geotechnical Engineering, ARC 2019.All rights reserved.

PY - 2020

Y1 - 2020

N2 - Several methods for increasing the tip resistances of embedded piles have been developed with a focus on reducing the cost and period of construction. The embedded piles with different tip plates were installed and the tip resistances of test piles were estimated through dynamic pile tests. The experimental results showed that the tip resistance of the pile with an inclined plate is larger than that of the pile without a tip plate. In addition, the tip resistance increases with an increase in the inclination angle of the tip plate. This study demonstrates that the tip resistance of embedded piles depends on the shape of the pile tip, and the tip resistance of piles can be maximized by controlling the inclination angle of the tip plate.

AB - Several methods for increasing the tip resistances of embedded piles have been developed with a focus on reducing the cost and period of construction. The embedded piles with different tip plates were installed and the tip resistances of test piles were estimated through dynamic pile tests. The experimental results showed that the tip resistance of the pile with an inclined plate is larger than that of the pile without a tip plate. In addition, the tip resistance increases with an increase in the inclination angle of the tip plate. This study demonstrates that the tip resistance of embedded piles depends on the shape of the pile tip, and the tip resistance of piles can be maximized by controlling the inclination angle of the tip plate.

KW - Dynamic pile test

KW - Embedded piles

KW - Inclination angle

KW - Inclined tip plate

KW - Tip resistance

UR - http://www.scopus.com/inward/record.url?scp=85084944759&partnerID=8YFLogxK

M3 - Paper

AN - SCOPUS:85084944759

T2 - 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019

Y2 - 14 October 2019 through 18 October 2019

ER -

Tip resistance characterization of embedded piles with inclined tip plates using dynamic pile tests

Abstract

Conference

Keywords

ASJC Scopus subject areas

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