Analisis Perbandingan Daya Dukung Pondasi Tiang Pancang Menggunakan Metode Luciano De Court dan Plaxis Dengan Pile Driving Analyzer (PDA) Test Pada Pembangunan Gedung Research Center UPN Veteran Jawa Timur

  • Philipus Bagus Putra Arliyanto Arliyanto Universitas Widya Kartika
  • Muhammad Shofwan Donny Cahyono Universitas Widya Kartika
  • Yoanita Eka Rahayu Universitas Widya Kartika
https://doi.org/10.25139/jprs.v7i1.6709
Abstract views: 152 , PDF downloads: 249
Keywords: pile foundation, bearing capacity, settlement

Abstract

Pile foundations are classified into deep foundation structures which are used in the construction of multi-storey buildings where the application requires a depth of more than 4 meters in order to withstand the magnitude of the existing load. The purpose of this study is intended to test the bearing capacity and settlement in the construction of the Research Center Building at the Surabaya Veterans National Development University by applying the related calculation method, of course, must be based on the data obtained, namely the Standar Penetration Test (SPT) and the conditions of the soil contour of the project under review where the soil contour of the project is cohesive. In this study, the analysis of the bearing capacity using the Luciano De Court – Quaresma (1982) method and the Plaxis software. Furthermore, for the analysis of settlement using the Vesic method (1997) and Plaxis software. As for the Pile Driving Analyzer (PDA) Test data, it is used as a comparison between related methods. The results of the calculation of the bearing capacity ultimate between the Luciano De Court method and Plaxis and the results of the Pile Driving Analyzer (PDA) Test for a 500 mm pile at point 161 and point 261 respectively are 189 tons and 279 tons for the Pile Driving Analyzer (PDA) Test, 281 tons for the analysis of the Luciano De Court Method and 300 tons for the analysis of the Plaxis program assistance. Furthermore, the settlement values for the 500 mm pile at point 161 and point 261 respectively are 27,19 mm and 23,06 mm for the Pile Driving Analyzer (PDA) Test, 23 mm in the analysis of the Luciano De Court method and 20,17 mm in the analysis using Plaxis software.

References

Agustin, Frisca. (2018). “Alat Pancangan Hidrolic Static Pile Driver (HSPD)”. Surabaya: Blogspot.

Arifin, Zainul. (2017). “Komparasi Daya Dukung Aksial Tiang Tunggal Dihitung dengan Beberapa Metode”. Diponegoro: Universitas Diponegoro.

Badan Standardisasi Nasional. (2020). “Tata Cara Perencanaan Ketahanan Gempa Untuk Bangunan Gedung dan Struktur Lain. SNI 1726-2020.”. Jakarta: Lembaga BSN.

Badan Standardisasi Nasional. (2019). “Beban Minimum untuk Perancangan Bangunan Gedung dan Struktur Lain. SNI 1727 – 2019.”. Jakarta: Lembaga BSN.

Bowles, J. (1984). “Foundation Analysis and Design”. Jakarta: Erlangga.

Budjianto, W.S.R. (2017). “Perbandingan Daya Dukung Fondasi Akibat Perbedaan Metode Konstruksi Pondasi Dalam”. Bandung: Universitas Katolik Parahyang.

Das, Braja. (1985). “Principle of Geotechnical Engineering”. terjemahan oleh Noor Endah & Indra Surya Mochtar. Jakarta: Erlangga.

Hardiyatmo, H. C. (2014). “Analisis dan Perencangan Fondasi I”. Yogyakarta: Universitas Gajah Mada.

Hardiyatmo, H. C. (2015). “Analisis dan Perencangan Fondasi II”. Yogyakarta: Universitas Gajah Mada.

Henrikusgalih. (2017). “Pondasi Tiang Pancang – Pengertian, Kelebihan, Fungsi pada Bangunan”. Jakarta: Blogspot

Sardjoo H.S. (1991). “Fondasi Tiang Pancang”. Surabaya: CV Sinar Wijaya.

Savira N. (2020). “Analisa Daya Dukung Tiang Pancang Data Laboratorium Dibanding Dengan Data Sondir dan Data Standart Penetration (SPT) Pada Proyek Pembangunan Jalan Tol Krian – Legundi – Bunder – Manyar”. Surabaya: Universitas Negeri Surabaya.

Siregar, Muhammad Fahmi. (2018). “Analisa Daya Dukung Fondasi Bored Pile dengan Menggunakan Metode Analitis dan Program Software Plaxis Plaxis v.8.6.”. Sumatera: Universitas Sumatera Utar

Wawan, R.S. (2019). “Kumpulan Korelasi Parameter Geoteknik”. Jakarta: Kementrian PUPR.

Published
2024-03-30
How to Cite
Arliyanto, P. B. P. A., Muhammad Shofwan Donny Cahyono, & Yoanita Eka Rahayu, Y. E. R. (2024). Analisis Perbandingan Daya Dukung Pondasi Tiang Pancang Menggunakan Metode Luciano De Court dan Plaxis Dengan Pile Driving Analyzer (PDA) Test Pada Pembangunan Gedung Research Center UPN Veteran Jawa Timur. Ge-STRAM: Jurnal Perencanaan Dan Rekayasa Sipil, 7(1), 16-23. https://doi.org/10.25139/jprs.v7i1.6709
Issue
Vol. 7 No. 1: March 2024
Section
Articles

Copyright (c) 2024 Philipus Bagus Putra Arliyanto Arliyanto, Muhammad Shofwan Donny Cahyono, Yoanita Eka Rahayu Yoanita Eka Rahayu

Creative Commons License

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

Authors who publish with this journal agree to the following terms:

    1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution-ShareAlike 4.0 International License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
    2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
    3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
Creative Commons License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.