ANALISIS EFISIENSI PENGGUNAAN PONDASI BORED PILE PADA PROYEK PEMBANGUNAN RUMAH SUSUN ASN UNIVERSITAS ANDALAS

Benny Viske, Elfania Bastian, Asiya Nurhasanah Habirun

Sari


The construction of the Andalas University ASN flats has been built in the Andalas University area. This building was realized by the Directorate General of Housing of the Ministry of Public Works dan Public Haousing using 3-storey reinforced concrete construction with a building height of 22.63 m and hard soil conditions. The foundation is a very important structural element in a building. The foundation is defined as an underground structure that transmits the loads originating from the weight of the building itself and the loads acting on the building to the surrounding soil. The foundation used in the construction of ASN Andalas University flats is a bored pile foundation with a diameter of 1 meter. The purpose of this paper is to calculate the bearing strength of bored piled used as the foundation based on sondir data. By using the Meyerhoff method, the result of calculatating the bearing capacity of the foundation at foundation point A1, A16, D1 and D16 obtained Qult = 251,98 kN. While the Calculation of bearing capacity using the Schmertmann-Nottingham method at foundation point A1 obtained Qult = 439.01 kN, at foundation point A16 obtained Qult = 320,12 kN, at foundation point D1 obtained Qut = 530.47 kN and foundation point D16 obtained Qult = 288,11 kN. This calculation uses sondir 3 data. Based on the calculation results of ETABS v9.7.4 Pu = 389.572 kN, the calculation of the carrying capacity using the MAyerhoff method is not safe to use. Whereas using the Schmertmann-Nottingham method, only two foundation points are safe to use, namely at the foundation point A1 and D1.

Keywords: Foundation, Sondir, bearing capacity, Bored Pile, Metodde Mayerhoff & Schmertmann–Nottingham


Teks Lengkap:

PDF

Referensi


Fakultas Teknik Sipil Universitas Muhammadiyah Sumatera Barat. Panduan Skripsi Fakultas Teknik 2021.

PT. Cipta Multi Kreasi. 2021. Dokumen Hasil Penyelidikan Tanah Pembangunan Gedung Rumah Susun ASN Universitas Andalas. Padang: PT. Cipta Multi Kreasi. 2022.

Bastian. E. (2021), Analisa Struktur, Bahan Kuliah. Fakultas Teknik Sipil Universitas Muhammadiyah Sumatera Barat.

Habirun. N. A. (2021), Struktur Beton, Bahan Kuliah. Fakultas Teknik Sipil Universitas Muhammadiyah Sumatera Barat.

Badan Standarisasi Nasional, 2017. Persyaratan Perancangan Geoteknik, ICS 91.010.01 Badan Standarisasi Nasional, www.bsn.go.id , Jakarta ©BSN 2017.

Buku Tentang Beton Standar ASTM D3341-75t Metodologi -sondir

Buku Standar SNI-2847-2013, Persyaratan Beton Structural Untuk Bangunan Gedung.

Hardiyatmo, H. C. (2011). ANALISIS DAN PERENCANAAN FONDASI I (Edisi 2) Yogyakarta: Gadjah Mada University Press.

Gunawan, R. (1983). “Pengantar Teknik Pondasi”, Penerbit Kanisius. Yogyakarta.

https://www.scribd.com/doc1/11718616/Design-Bored-Pile#scribd

https://arsitek dan sipil.blogspot.com/2014/06/cara-pelaksanaan-pondasi-bore-pile.html

Riadi, Muchlisin. (2020). Pondasi (Pengertian, Aspek, Jenis-jenis dan Pembebanan), diakses dari https://www.kajianpustaka.com/2020/11/pondasi.html pada 30 Januari 2023

Fadilah, U. N., & Tunafiah, H. (2018) “Analisa Daya Dukung Pondasi Bored Pile Berdasarkan Data N-Spt menurut Rumus Reese & Wright dan Penurunan”. Jurnal IKRA-ITH Teknologi, 2(3), 7-13.

Jurusan Teknik Sipil Siklus, Vol. 1, No. 2, Oktober 2015 Jurusan Teknik Sipil Sekolah Tinggi Teknologi Pekan Baru Jalan Dirgantara No. 4 Arengka Raya Pekan Baru Judul : Analisa Kuat Daya Dukung Pondasi Bored Pile Berdasarkan Data Pengujian Lapangan (Cone Dan N-Standard Penetration Test) Metode Mayerhoff, Metode Aoki dan de Alencar, Metode Coyle dan Castello, Metode O’Neil dan Reese.

Hakam, A. (2010) Fakultas Teknik Universitas Andalas “ Rekayasa Pondasi” Untuk Mahasiswa




DOI: https://doi.org/10.31869/rtj.v7i1.4984

Article Metrics

Sari view : 90 times
PDF - 52 times

Refbacks

  • Saat ini tidak ada refbacks.


##submission.copyrightStatement##

"Web Kunjungan Saat ini

Kunjungan Dari Negara

 Flag Counter

 

 

Creative Commons License
Rang Teknik Journal is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.