Pile Foundation Design Through the Increased Bearing Capacity of Extended End Pile

Article


Kim, S., Whang, S. and Kim, S. 2017. Pile Foundation Design Through the Increased Bearing Capacity of Extended End Pile. Journal of Asian Architecture and Building Engineering. 16 (2), pp. 395-402. https://doi.org/10.3130/jaabe.16.395
AuthorsKim, S., Whang, S. and Kim, S.
Abstract

Pretensioned spun high strength concrete (PHC) piles are a commonly used type of pile, while approximately 60% of the pile′s strength is only used in the design bearing capacity. Because of the limited support capacities of PHC piles, applying PHC piles to high-rise buildings or soft ground is inefficient. Extended end (EXT) piles are a new type of pile that can reduce the waste of pile strength and increase the ground bearing capacity. This study investigated the behavior of EXT piles through a field test and it was confirmed that the bearing capacity of the EXT pile is better than the PHC pile. The increased bearing capacity of EXT piles also influenced work duration and project cost.

KeywordsExtended end pile; Pile foundation design; End bearing capacity; Skin friction force; Pile load test
JournalJournal of Asian Architecture and Building Engineering
Journal citation16 (2), pp. 395-402
ISSN1347-2852
Year2017
PublisherTaylor & Francis
Publisher's version
License
File Access Level
Anyone
Digital Object Identifier (DOI)https://doi.org/10.3130/jaabe.16.395
Publication dates
PrintMay 2017
Online24 Oct 2018
Publication process dates
Accepted10 Mar 2017
Deposited06 Nov 2023
FunderYeungnam University
Copyright holder© 2017, The Authors
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