Analisis Daya Dukung Pondasi Tiang Pancang Menggunakan Data Laboratorium dengan Metode Meyerhoff, Alpha, Beta, Lamda (Studi Kasus: Proyek Pembangunan Gedung Bess Mansion Jemursari Surabaya)
DOI:
https://doi.org/10.31004/jutin.v8i3.45827Keywords:
Pile foundation, Meyerhof method, Alpha method, Beta method, Lambda methodAbstract
This study aims to analyze the bearing capacity of pile foundations in the Bess Mansion Building Project in Jemursari, Surabaya, using the Meyerhof, Alpha, Beta, and Lamda methods. The analysis is based on laboratory data reflecting actual soil conditions at the site. The calculation methods include evaluations of end and shaft bearing capacities, overburden stress, and adhesion or friction coefficients. Results indicate that the Alpha method yields the highest allowable bearing capacity at 2754.13 tons, followed by the Beta method at 2290,95 tons, and the Lambda method at 501.25 tons. All results demonstrate safe capacities to support the planned load of 300 tons. In conclusion, the Lamda method is the most effective for this case study. This research provides recommendations for selecting appropriate bearing capacity estimation methods tailored to soil conditions to ensure structural safety and implementation efficiency.References
Aprian Jaya, A., Yakin, K., & Bustamin, M. O. (2019). Kajian Pengaruh Percepatan Waktu Pekerjaan Konstruksi Terhadap Biaya Proyek Bess Mansion Apartement Surabaya. Ge-STRAM: Jurnal Perencanaan dan
Bazaraa, A. R. S. S. (1967). Use Of The Standard Penetration Test For Estimating Settlements Of Shallow Foundations On Sand.
Bowles, J. E. (1993). Analisis Dan Desain Pondasi (Erlangga, Penerj.). 1–461.
BSN SNI - 8640. (2017). SNI 8640:2017 Persyaratan Perancangan Geoteknik. www.bsn.go.id
Coyle, H. M., Reese, L. C., & ASCE, M. (1996). Load Transfer For Axially Loaded Piles In Clay.
Das, B. M. (1995). Mekanika Tanah (Prinsip - prinsip Rekayasa Geoteknis).
Hardiyatmo, H. C. (2011). Analisis dan Perancangan Fondasi II Edisi ke-2.
Khairi, M., Sundary, D., & Gunawan, H. (2021). Daya Dukung Pondasi Tiang Pancang Dengan Metode Statis Menggunakan Data Laboratorium. Journal of The Civil Engineering Student, 3(3), 287–293.
Mahdiyah, N. N., Lydianingtias, D., & Susapto. (2021). Perencanaan Penggunaan Tower Crane Untuk Pekerjaan Struktur Proyek Apartemen Bess Mansion Surabaya (Vol. 2, Nomor 3). http://jos-mrk.polinema.ac.id/
Sagita, M. A., Fahriani, F., & Apriyanti, Y. (2020). Analisis Perbandingan Daya Dukung Pondasi Tiang Pancang Menggunakan Hasil Uji SPT Dan Uji Beban Dinamis Pada Proyek Penggantian Jembatan Baturusa.
Simbolon, L. N. S. (2021). Evaluasi Kinerja Bangunan Gedung Kementerian Pekerjaan Umum Dan Perumahan Rakyat. Dalam Jurnal Manajemen Aset Infrastruktur & Fasilitas (Vol. 5, Nomor 2).
Terzaghi, K., Peck, R. B., & Mesri, G. (1976). Soil Mechanics In Engineering Practice - Edisi Ketiga. 1–529.
Yelvi, Gerraldo, T. S., & Hakim, D. A. (2023). Analysis of Foundation Bearing Capacity Using Reese & Wright (1977) and Skempton (1966) Methods. Dalam Jl. Kerinci IX (Vol. 22, Nomor 2).
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2025 Ferdiansyah Mas Putra, Laily Endah Fatmawati, Yerry Kahidatu Firmansyah
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
