Conference Universitas Islam Indonesia (UII)
CE ReForm

Perbandingan hasil perhitungan kapasitas dukung dan penurunan fondasi tiang bor menggunakan metode manual dan PLAXIS 2D

Date Published : 30 July 2026
paper-cover

Contributors

Marfa Lena Sangkala

Author

Hanindya Kusuma Artati

MAGISTER TEKNIK SIPIL
Dosen Pembimbing 1

DOI

DOI /x0wpt186

ISBN

2962-2697

Keywords

Bored Pile Mayerhof’s (1976) PLAXIS 2D Vesic’s (1977)

Proceeding

Vol. 6 No. 1 (2026): The 11th CE ReForm

Track

General Track

License

Copyright (c) 2026 CE ReForm

Creative Commons License

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

Abstract

This study compares the axial bearing capacity and settlement of bored 
pile foundations at the Terban Renovation project in Yogyakarta, using 
manual analytical methods and PLAXIS 2D numerical simulation. Soil 
parameters were obtained from Standard Penetration Test (SPT) data. 
Bearing capacity was calculated using Meyerhof's (1976) method, while 
pile group settlement was estimated using Vesic's (1977) method. The 
manual calculation produced an ultimate group bearing capacity of 
4,778.449 kN for both column labels 123 and 143. PLAXIS 2D yielded 
lower values of 9576,71 kN for label 123 and 13144,3 kN for label 143, 
indicating that the numerical simulation provides more conservative 
bearing capacity estimates. This difference reflects how each method 
models soil-pile interaction and failure mechanisms. For settlement, the 
manual method gave 0.0053 m for both labels, while PLAXIS 2D returned 
0.0096 m for label 123 and 0.0298 m for label 143. The variation between 
labels in the PLAXIS results is due to different axial loads at each column 
location, derived from the ETABS structural analysis. All settlement 
values satisfy the allowable limit for high-rise buildings under SNI 
8460:2017 (s < 15 cm + b/600), confirming that the foundation design 
meets deformation criteria under the applied loading conditions.

References

Al-Atalla, M. A., Farouk, A. I. B., & Hatem, M. (2022). Modified Meyerhof approach for forecasting the reliable ultimate capacity of the large-diameter bored piles. Scientific Reports, 12, 8663. https://doi.org/10.1038/s41598-022-12238-w
Billah, S. M., & Abdurrozak, M. R. (2024). Analisis perbandingan daya dukung dan penurunan pondasi tiang bor menggunakan metode analitis dan metode elemen hingga. Prosiding The 6th CeReform, 185–195.
Dandagawhal, S. (2018). Settlement analysis of pile foundation using PLAXIS 2D. International Journal of Science and Research (IJSR), 8(9), 1706–1714.
Darmawan, F. S., & Sari, K. I. (2022). Analisis daya dukung pondasi bored pile diameter 0,8 m pada proyek Gedung Menara BRI Jalan Putri Hijau, Medan. Buletin Utama Teknik, 18(1), 85–90.
Das, B. M. (2019). Principles of foundation engineering (9th ed.). Cengage Learning.
Hardiyatmo, H. C. (2015). Analisis dan perancangan fondasi II (Edisi ke-3). Gadjah Mada University Press.
Irnawan, M. C., Sholeh, M., & Zenurianto. (2024). Analisis fondasi bored pile pada Tower A Proyek Rusun Rawa Buntu Serpong Tangerang Selatan. Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK), 5(2). https://jurnal.polinema.ac.id/index.php/jos-mrk/article/view/5751
Kasmana, B. R., Artiani, G. P., & Darmiyanti, L. (2024). Analisis daya dukung pondasi borepile pada proyek pembangunan fasilitas perkeretaapian Manggarai–Jatinegara. Gudang Jurnal Multidisiplin Ilmu, 2(8), 117–124.
Krisnanto, W., Irsyam, M., & Fathoni, M. A. (2024). Analysis of the variability of axial bearing capacity of piles based on Meyerhof (1976) formula. Jurnal Teknik Sipil ITB, 31(1). https://doi.org/10.5614/jts.2024.31.1.9
Meyerhof, G. G. (1976). Bearing capacity and settlement of pile foundations. Journal of the Geotechnical Engineering Division, ASCE, 102(3), 197–228.
Napitupulu, K., & Sari, K. I. (2023). Analisis daya dukung dan penurunan pondasi bored pile berdasarkan data pengujian CPT dengan software PLAXIS pada pembangunan Pasar Baru Panyabungan Kabupaten Mandailing Natal. Jurnal Teknik Sipil (JTSIP), 2(2). https://jurnal.uisu.ac.id/index.php/JTSIP/article/view/8810
PLAXIS BV. (2023). PLAXIS 2D reference manual. Bentley Systems, Incorporated.
Rokhman, R., Rini, R. P., Saputra, A., Rusmin, M., & Klau, J. (2023). Analisis daya dukung pondasi borepile pada proyek pembangunan Gedung Wing Kiri Stasiun Manggarai. Gudang Jurnal Multidisiplin Ilmu, 2(8). https://gudangjurnal.com/index.php/gjmi/article/view/794
SNI 1726:2019. (2019). Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan non gedung. Badan Standardisasi Nasional.
SNI 8460:2017. (2017). Persyaratan perancangan geoteknik. Badan Standardisasi Nasional.
Sundari, R. F., Roesyanto, Hasibuan, G. C. R., & Surbakti, R. (2024). Analisis daya dukung aksial bored pile 80 cm di proyek kompleks kantor-apartemen dengan metode analitis dan elemen hingga. Syntax Admiration, 5(4), 1251–1263.
Vesic, A. S. (1977). Design of pile foundations. NCHRP Synthesis of Highway Practice No. 42. Transportation Research Board.

Downloads

How to Cite

Marfa Lena Sangkala, M. L. S. (2026). Perbandingan hasil perhitungan kapasitas dukung dan penurunan fondasi tiang bor menggunakan metode manual dan PLAXIS 2D. CE ReForm, 6(1), 389-399. https://doi.org//x0wpt186