Studi Komparatif Daya Dukung Pondasi Tiang Pancang Berdasarkan Hasil Pile Driving Analyzer Test dan N-SPT
Abstract
The construction of the skidway in the southern part was planned using a pile foundation on the lower structure. Piles are used to channel the load received by the above part of the structure into the ground. The foundation of the structure must have a mast carrying capacity greater than the plan load that the foundation is capable of accepting. This research is important to find out whether the different methods implemented in the field produce different soil carrying capacity. This research will discuss the comparison of pile carrying capacity with field data and testing the carrying capacity of pole foundations. The method of accurate carrying capacity measurement is carried out by static loading with a test method with a loading scale of 2-3 times the planned load. Another method that can be done is HSDPT, which is a high strain dynamics pile test or a pile driving analyzer (PDA) Test. The test results of the analysis showed that there was only a 1% difference in results through an empirical approach with testing with CAPWAP and PDA tests on the southern cpp deck expansion project. The conclusion of this research that the difference in the method used does not have a large enough deviation to the results obtained when construction is carried out in the field.
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Aldino, R. (2019). Tinjauan Perbedaan Kuat Dukung Tiang Tunggal Antara Data Kalendering, Data SPT, Dan Data PDA Test Pada Tiang Pancang No. 7 Dan No. 25 Pile Cap No. 1 Overpass STA 58+250 Proyek Jalan Tol Pekanbaru-Dumai. Universitas Islam Riau, 7.
Analysys Report. (2021). Pile Driving Analysis Report South Yard Skidway Expansion Batam.
ASTM D4945. (2012). Standard Test Method for High-Strain Dynamic Testing of Deep Foundations. Annual Book of ASTM Standards, i, 1–10. https://doi.org/10.1520/D4945-12.2
Fugro Marine Site Characterisation. (2021). Annual Report. Practice and Procedure of the International Criminal Tribunal for the Former Yugoslavia, 165–165. https://doi.org/10.1163/9789004502796_037
Henrina, S., Bahsan, E., & Ilyas, T. (2019). Comparison of direct SPT method for calculating axial capacity of piles in Jakarta Area. IOP Conference Series: Materials Science and Engineering, 673(1). https://doi.org/10.1088/1757-899X/673/1/012027
Ibim, W. (2021). Prediction of Bearing Capcity of Driven Piles Based on Dynamic Formulas. 9(10), 1039–1046.
Khomsiati, Nur Latifah, D. (2019). Perbandingan Daya Dukung Aksial Pondasi Tiang Bor Tunggal Menggunakan Data Standard Penetration Test (SPT) dan Pile Driving Analizer (PDA) Test pada Proyek Pembangunan Jalan Tol Pandaan Malang. Jurnal Bangunan, 24(1), 25–32.
Momeni, E., Maizir, H., Gofar, N., & Nazir, R. (2013). Comparative study on prediction of axial bearing capacity of driven piles in granular materials. Jurnal Teknologi (Sciences and Engineering), 61(3), 15–20. https://doi.org/10.11113/jt.v61.1777
Novita Br Ginting, S. V., Irwan, I., & Nurmaidah, N. (2019). Analisa Perhitungan Daya Dukung Pondasi Tiang Pancang Overpass Sei Semayang Sta. 0+350 Pada Proyek Pembangunan Jalan Tol Medan-Binjai. Journal of Civil Engineering, Building and Transportation, 3(1), 40. https://doi.org/10.31289/jcebt.v3i1.2460
Putri, R. M. (2017). Perbandingan Daya Dukung Pondasi Tiang Pancang Berdasar Hasil Pile Driving Analyze (Pda) Test Dan Standard Penetration Test (Spt). Skripsi, 1–49.
Resi, A. (2019). Capacity Analysis of Single Pile Bearing Capacity Based on Static Method and N-Spt Test on Pile Driving Analyzer Test (Case Study of Pt. Asahi Forge Indonesia Phase Ii Project). Neutron, 18(2), 10–17. https://doi.org/10.29138/neutron.v18i2.74
Santoso, H. T., & Hartono, J. (2020). Analisis Perbandingan Daya Dukung Pondasi Tiang Pancang Berdasar Hasil Uji Spt Dan Pengujian Dinamis. Jurnal Riset Rekayasa Sipil, 4(1), 30. https://doi.org/10.20961/jrrs.v4i1.44635
Shooshpasha, I., Hasanzadeh, A., & Taghavi, A. (2013). Prediction of the axial bearing capacity of piles by SPT-based and numerical design methods. International Journal of GEOMATE, 4(2), 560–564. https://doi.org/10.21660/2013.8.2118
Silalahi, C. M. D. (2019). Perbandingan Analisis Daya Dukung Vertikal Pondasi Bored Pile Berdasarkan Data Pengujian SPT dengan Software Plaxis pada BH 63 (Studi Kasus Jalan Layang …. http://repositori.usu.ac.id/handle/123456789/16502
Somantri, A. K., & Tarigan, P. J. S. (2021). Comparison of bearing capacity pile foundation base on pile dynamic analyzer test and conventional analysis (Case on foundation bridge in Cikampek). IOP Conference Series: Earth and Environmental Science, 622(1). https://doi.org/10.1088/1755-1315/622/1/012031
Souza, T. de J., Querelli, A., Cruz, F. V. A. de S., & Trejo-Noreña, P. C. (2021). Use of the dynamic load test to obtain the pile capacity – The Brazilian experience. DYNA (Colombia), 88(217), 169–177. https://doi.org/10.15446/dyna.v88n217.93416
Svinkin, M. R., Warrington, D. C., & Buttling, S. (2019). Discussion: Sensible determination of pile capacity by dynamic methods. Geotechnical Research, 7(1), 71–73. https://doi.org/10.1680/jgere.19.00046
T. Y. Rus, S. and F. E. N. A. I. (2021). ANALISA PERBANDINGAN DAYA DUKUNG TIANG PANCANG MENGGUNAKAN DATA LABORATORIUM, NSPT, DAN CPT TERHADAP NILAI UJI PILE DRIVING ANALYZER ( STUDI KASUSU PADA PROYEK PEMBANGUNAN PT. KALTIM AMONIUM NITRAT KOTA BOTANG)," pp. 17-23, 2021. 08, 17–23. https://jurnal.polines.ac.id/index.php/bangun_rekaprima/article/view/3969%0Ahttps://jurnal.polines.ac.id/index.php/bangun_rekaprima/article/download/3969/108262
Wei, Y., Wang, D., Li, J., Jie, Y., Ke, Z., Li, J., & Wong, T. (2020). Evaluation of ultimate bearing capacity of pre-stressed high-strength concrete pipe pile embedded in saturated sandy soil based on in-situ test. Applied Sciences (Switzerland), 10(18). https://doi.org/10.3390/APP10186269
Yousif, A. A. A., & Ali, E. H. M. (2021). Determination of Piles Bearing Capacity using Empirical Methods and (AllPile 6) Software -Cases studies Portsudan and Khartoum Cities. International Journal of Material and Mathematical Sciences, 3(6), 113–121. https://doi.org/10.34104/ijmms.021.01130121
DOI: http://dx.doi.org/10.33087/talentasipil.v6i2.259
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