Article Per Year (5 Year)
p-Index From 2021 - 2026
3.893
P-Index
This Author published in this journals
All Journal Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) JURNAL SIMETRIK Mitra Akademia: Jurnal Pengabdian Masyarakat KOLONI VISA: Journal of Vision and Ideas Jurnal Ilmiah Nusantara Scholars: Jurnal Sosial Humaniora dan Pendidikan Jurnal Agregate Jurnal Penelitian Multidisiplin Bangsa Ulil Albab LITERA: Jurnal Ilmiah Multidisiplin
Latar, Sjafrudin
Unknown Affiliation
Religion Humanities Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Public Health Social Sciences Transportation Other

Published : 31 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 31 Documents
Search

 1   2   3   4 
DAYA DUKUNG FONDASI TIANG BOR PADA ABUTMEN JEMBATAN WAI RAHWAEN DI PULAU BURU PROVINSI MALUKU Hamkah, Hamkah; Paais, Enjelita; Lewakabessy, Godfried; Huwae, David Daniel Marthin; Latar, Sjafrudin; Kakaly, Sulastri
Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Vol. 12 No. 1 (2026)
Publisher : Himpunan Pengembangan Jalan Indonesia (HPJI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26593/4spd2f69

Abstract

Abstract The foundation is the most crucial element of a bridge structure, as it plays a role in supporting the load and transmitting it to the harder soil layers. The Wai Rahwaen Bridge, located on Buru Island, Maluku Province, was built using bored pile foundations, to provide effective bearing capacity for the structure above it. The analysis of the foundation bearing capacity in this study was conducted using a pre- and post-installation approach. This is very important to ensure that the foundation can support the stability of the appropriate abutment load. Before the foundation was installed, the foundation bearing capacity was estimated based on data from 2 points from the Standard Penetration Test and using 2 empirical methods, namely the Reese and Wright Method and the Reese and O'Neill Method. After the foundation was installed, the foundation bearing capacity was determined using data from 4 points from the Pile Driving Analyzer test. The Reese and Wright Method produced an ultimate bearing capacity of 272.5 tons, while the Reese and O'Neill Method produced an ultimate bearing capacity of 309.4 tons. After the foundation was installed, the ultimate bearing capacity determined based on Pile Driving Analyzer test data was 316.2 tons. This study shows that the Reese and Wright Method and the Reese and O'Neill Method produced estimates of the ultimate bearing capacity of a single pile by 13.8% and 2.2%, respectively, when compared to the ultimate bearing capacity obtained using the Pile Driving Analyzer test results. Keywords: foundation; bridge structure; bearing capacity; bored pile foundation; bridge abutment Abstrak Fondasi merupakan elemen paling krusial dari struktur jembatan, karena fondasi berperan menahan beban dan meneruskan beban tersebut ke lapisan tanah yang lebih keras. Jembatan Wai Rahwaen, yang terletak di Pulau Buru, Provinsi Maluku, dibangun dengan menggunakan fondasi tiang bor, untuk memberikan daya dukung yang efektif bagi struktur di atasnya. Analisis daya dukung fondasi pada studi ini dilakukan dengan pendekatan sebelum dan setelah pemasangan fondasi. Hal ini sangat penting untuk dilakukan, untuk memastikan bahwa fondasi itu dapat menopang stabilitas beban abutmen yang sesuai. Sebelum fondasi dipasang, daya dukung fondasi diestimasi berdasarkan data 2 titik hasil uji Standard Penetration Test serta menggunakan 2 metode empiris, yaitu Metode Reese and Wright dan Metode Reese and O’Neill. Setelah fondasi terpasang, daya dukung fondasi ditentukan dengan menggunakan data 4 titik hasil uji Pile Driving Analyzer. Metode Reese and Wright menghasilkan daya dukung ultimit fondasi sebesar 272,5 ton, sedangkan Metode Reese and O’Neill menghasilkan daya dukung ultimit sebesar 309,4 ton. Setelah fondasi terpasang daya dukung ultimit yang ditentukan berdasarkan data uji Pile Driving Analyzer adalah sebesar 316,2 ton. Studi ini menunjukkan bahwa Metode Reese dan Wright serta Metode Reese dan O’Neill menghasilkan nilai estimasi daya dukung ultimate tiang tunggal yang lebih rendah, masing-masing 13,8% dan 2,2%, bila dibandingkan dengan daya dukung ultimate yang dihasilkan dengan menggunakan hasil uji Pile Driving Analyzer Kata-kata kunci: fondasi; struktur jembatan; daya dukung; fondasi tiang bor; abutmen jembatan
Co-Authors Abdin, Maslan Batlolona, Fernando Jordy Betaubun, Renny James Gaspersz, Willem hamkah, hamkah Hatulesila, Kezia Hatuwe, Tessa Huwae, David Daniel Marthin Istia, Penina Istia, Penina T Johny, Soumokil Hengky Juvrianto Chrissunday Jakob Kakaly, Sulastri Lawalata, Alicya Leuwol, Corneles Lewakabessy , Godfried Lewakabessy, Godfried Lewakabessy, Ir Godfried Lohy, Mastura Maelissa, Nelda Maitimu, Anthoneta Marasabessy, Husain Muskita, Bill Namarubessy, Chrisnik Nanlohy, Pradythia Aurellai Nara, Tri Nugraha Dominiq Paais, Enjelita Paul, Rizky Steven Pesiwarissa, Alfa Cevin Pratama, Gabriel Rehatta, Glen Boyke Rudi Serang Siahaya, Vera Th. C. Siahaya, Vera Theresia Caroline Sopacua, Michael Edwin Soumahu, Valentino Standy Johannes Supusepa, Winaefelia Talakua, Elisabeth Talaud, Aprilia Agnes Tangmau, Vernandi Telehala, Welhemus Wiliyanders Thenu, Rivalino Narada Tuasuun, Fanny Usmany, Elfaldo Falens Wusurwut, Sahril Iyan