KAJIAN PENGARUH PENAMBAHAN BORE PILE PADA ABUTMENT TERHADAP KAPASITAS DAYA DUKUNG JEMBATAN (Studi Kasus Abutment 1 Jembatan XYZ)

KAJIAN PENGARUH PENAMBAHAN BORE PILE PADA ABUTMENT TERHADAP KAPASITAS DAYA DUKUNG JEMBATAN (Studi Kasus Abutment 1 Jembatan XYZ)

Authors

  • Junaidi Politeknik Negeri Semarang
  • Supriyadi Politeknik Negeri Semarang
  • Cintara Viera Az-Zahra Politeknik Negeri Semarang
  • Vannia Ardelia Amanda Politeknik Negeri Semarang

DOI:

https://doi.org/10.32497/bangunrekaprima.v11i1.6697

Keywords:

Bridge, Bore Pile, abutment, bearing capacity

Abstract

This study discusses the addition of a drill pile foundation on the abutment of the XYZ Bridge. The study aims to analyze the increased structural support capacity of the abutment bridge and provide insights related to the causes of the addition of Bore Pile as well as learning in designing and solving problems on the bridge structure. The research used quantitative methods using secondary data, then calculated the battery supporting power capacity using Mayerhoff and Resse and Wright calculations. Based on the results of the calculation of pile bore addition on abutment 1 has improved the structural support strength of the bridge. This result is demonstrated by comparing the ultimate support power of the group of poles before and after the addition of piles bore which shows a significant increase in the capacity of ultimate supportive power, i.e. before the 14796,08 kN pile boor addition to 303394,60 kN after the addition of piles bore

Author Biographies

Junaidi, Politeknik Negeri Semarang

Jurusan Teknik Sipil Politeknik Negeri Semarang

Supriyadi, Politeknik Negeri Semarang

Jurusan Teknik Sipil Politeknik Negeri Semarang

Cintara Viera Az-Zahra, Politeknik Negeri Semarang

Jurusan Teknik Sipil Politeknik Negeri Semarang

Vannia Ardelia Amanda, Politeknik Negeri Semarang

Jurusan Teknik Sipil Politeknik Negeri Semarang

References

ASTM D4945-12, 1996, Standard Test Method for High-Strain Dynamic of Deep Foundations.

ASTM D-5882, 2007, Standard Test Method for Low Strain Impact Integrity Testing of Deep Foundations.

Bowles, J.E., 1991, Analisa dan Desain Pondasi : Edisi Ketiga Jilid 2. Jakarta: Erlangga.

Hardiyatmo, H.C., 2008, Teknik Fondasi II Edisi ke-4. Yogyakarta: Beta Offset.

Hartopo, & Apriyanto, T., 2022, Analisis Penambahan Bore Pile Pada Pier Jembatan Akibat Tidak Tercapainya Kapasitas Daya Dukung Tiang Hasil PDA Test Studi Kasusu Jembatan Sanjoyo Ruas Tol Semarang - Solo. Jurnal Ilmiah Universitas Semarang, 143 - 153.

Jusi, U., 2015, Analisa Kuat Dukung Pondasi Bored Pile Berdasarkan Data Pengujian Lapangan (Cone dan N-Strandard Penetration Test). Jurnal Teknik Sipil Siklus, 50-82.

Khomsiati, N.L., Jirna, I.W., & Setyawan, E., 2019, Perbandingan Daya Dukung Aksial Pondasi Tiang Bor Tunggal Menggunakan Data Standard Penetration Test (SPT) dan Pile Driving Analyzer (PDA) Test Pada Proyek Pembangunan Jalan Tol Pandaan Malang. Jurnal Bangunan, 25 - 32.

Pratama, P., Pasaribu, B., & Simbolon, R.H., 2022, Perhitungan Daya Dukung Rencana Pondasi Bore Pile Pada Perencanaan Pembangunan Kantor Balai / Pos Pelayanan Penegakan Hukum Di JL Sisingamangaraja Medan Berdasarkan Sondir, SPT, dan Boring. Jurnal Teknik Sipil, Vol 1, No 1.

Rahman, A.R., Hariati, F., & dkk., 2020, Korelasi Hasil Analisis Daya Dukung Ultimit Tiang Bor Dengan Hasil Pengujian PDA. Jurnal Komposit.

Supriyadi, B., 1997, Analisis Struktur Jembatan. Yogyakarta: Biro Penerbit KMTS FT UGM.

Downloads

Published

2025-04-30

Issue

Section

Articles