Evaluasi Penggunaan Fondasi Bore Pile Pada Bangunan Gedung Pelayanan Madrasah Aliyah Negeri Insan Cendekia Bengkulu Tengah

Reko Sopiyanto, Yudhia Pratidina Pestalozzi, Edito Dwi Antoro

Abstract


Based on data from the Bengkulu Province Bappeda, there were 3,341 buildings collapsed due to the failure of the lower structure (foundation). In the Service Building of Madrasah Aliyah Negeri Insan Cendekia, the foundation used can be considered inefficient. The reason is that the number of foundations is the same at each point even though each point has a different load and floor height. This study aims to evaluate the bearing capacity and the need for bore pile foundations in the Service Building of Madrasah Aliyah Negeri Insan Cendekia using quantitative methods. Based on the calculation of the ultimate bearing capacity (Qu) and allowable bearing capacity (Qizin) of the foundation, obtained (Qu) 208,992 tons, (Qizin) 65, 234 tons (Mayerhoof Method) and (Qu) 208,992 tons, (Qizin) 62,775 tons (Method Guy Sanglerat). The evaluation of the need for foundation piles using the Mayerhof method is the largest at the point of foundation one (P1) 3 foundation piles and the smallest is at the point of foundation five (P5) 1 pile foundation. Based on Guy Sanglerat's method, the largest foundation needs are at foundation points one and two (P1 and P2) 3 foundation piles, the smallest at foundation point five (P5) 1 foundation pile. 

Keywords


Daya Dukung Tanah; Pembebanan; Fondasi; Kapasitas Bore Pile; Evaluasi

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References


Hardiyatmo, Hary C. 2015. Perencanaan Perkerasan Jalan & Penyelidikan Tanah. Yogyakarta: UGM Press.

Mayerhof, G.G. 1965. “Shallow Foundations.†Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers Vol. 91, No. SM2: 21-32.

Pamungkas, Anugrah, dan Harianti, Erny. 2013. Desain Fondasi Tahan Gempa. Yogyakarta: Andi Offset

Sanglerat, Guy. 1989. Mekanika Tanah dan Teknik Fondasi . Penerbit Erlangga: Jakarta

Schueller, Wolfgang. 2001. Struktur Bangunan Bertingkat Tinggi. Bandung: Refika Aditama

SNI 1726-2019. 2019. Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan nongedung.

SNI 1727. 2020. Beban desain minimum dan Kriteria terkait untuk bangunan gedung dan struktur lain. Badan Standarisasi Nasional 1727:2020, 8, 1–336.

Sujarweni, V. Wiratna. 2014. Metode Penelitian: Lengkap, Praktis, dan Mudah Dipahami. Yogyakarta: Pustaka Baru Press.

Wesley, L. D. 1977. Mekanika Tanah (cetakan ke I). Jakarta : Badan Penerbit Pekerjaan Umum.

Yusti, A., & Fahriani, F. (2018). Analisis Daya Dukung Fondasi Tiang Pancang Diverifikasi Dengan Hasil Uji Pile Driving Analyzer Test dan Capwap. FROPIL (Forum Profesional Teknik Sipil), 2(1), 19-31. https://doi.org/10.33019/fropil.v2i1.266 .




DOI: https://doi.org/10.35334/be.v1i1.2558

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