Authors:

Budijanto Widjaja, Sri Ratna Wahyuningsih

Abstract:

“This research uses 4 types of piles as the objects, a bored pile, a continuous flight auger (CFA) pile, a full displacement pile (FDP), and a full displacement pile with an expander body, the depth for all piles is 9.5 m. The bored pile, CFA, FDP, and FPD with expander body have the following diameter: 62 cm, 45 cm, 45 cm, and 22 cm. Each pile, which has different construction method, is tested by full-scale static loading, excluding the FDP with expander body, it uses Osterberg-Cell. The research aims to know which analysis method best suits a particular kind of foundation and to compare each pile capacity. The pile capacity analysis conventionally using t-z and q-z curve gives 13%-15% higher estimation than the static loading test result. Analysis using Plaxis for FDP with expander body gives lower estimation than the Osterberg Cell test result. Keywords: Continuous flight auger, full displacement pile, t-z curve, q-z curve”

Keywords

Continuous flight auger, full displacement pile, t-z curve, q-z curve

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PDF:

https://jurnal.harianregional.com/jsn/full-32942

Published

2017-07-30

How To Cite

WIDJAJA, Budijanto; WAHYUNINGSIH, Sri Ratna. PERBANDINGAN DAYA DUKUNG PONDASI AKIBAT PERBEDAAN METODE KONSTRUKSI PONDASI DALAM.JURNAL SPEKTRAN, [S.l.], v. 5, n. 2, july 2017. ISSN 2809-7718. Available at: https://jurnal.harianregional.com/jsn/id-32942. Date accessed: 08 Jul. 2024.

Citation Format

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Issue

Vol 5 No 2 (2017): Vol. 5, No. 2, Juli 2017

Section

Articles

Creative Commons License This work is licensed under a Creative Commons Attribution 4.0 International License