Meningkatkan Daya Dukung Tanah dengan Pondasi Mini Pile Pada Gedung PT. Maju Jaya Kecamatan Ngasem, Kab Kediri
DOI:
https://doi.org/10.30737/jurmateks.v4i1.1643Keywords:
Bearing Capacity, Foundation, Meyerhoff, Mini PileAbstract
Foundation is a lower structure that serves to withstand the load of the upper structure. One type of foundation inside is mini pile foundation. Mini pile foundation is widely used in construction with light to heavy loads. This study aims to plan the foundation of mini pile with carrying capacity and dimensions of the stake that is safe for the PT building's lower structure. MAJU JAYA, which will be used as an office. Based on the data of sondir test results obtained from the field on the building project's construction, the stake's foundation will be planned using the mayerhoff method. This plan obtained the results of axial load (sigma Vertical Ultimate) Æ©vu of 145.56, the carrying capacity of a single pole of 31.17 tons, and the group's carrying capacity pole of 173.84 tons. This result will be planned the foundation of mini pile with dimensions of 20x20 with a depth of 8 meters a number of 8 poles.
References
A. K. Umam, S. Winarto, A. Ridwan, and A. I. Candra, “Perencanaan Pondasi Tiang Pancang Gedung Dinas Tenaga Kerja Dan Transmigrasi,†J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 1, p. 23, 2020, doi: 10.30737/jurmateks.v3i1.883.
G. Moningka, O. B. A. Sompie, and J. A. R. Sumampouw, “Bearing Capacity Of Cone Shaped Foundations With Semi Angle Β Variation And Different Roughness,†J. Ilm. Media Eng., vol. 3, no. 2, pp. 149–160, 2013.
B. A. Wiratmoko, S. Winarto, and Y. C. SP, “Perencanaan Pondasi Tiang Pancang Gedung Ketahanan Pangan Nganjuk,†J. Manaj. Teknol. Tek. Sipil, vol. 2, no. 1, pp. 106–120, 2019.
S. Van Baars, “The inclination and shape factors for the bearing capacity of footings,†Soils Found., vol. 54, no. 5, pp. 985–992, 2014, doi: 10.1016/j.sandf.2014.09.004.
S. A. A. Hasan and S. D. Hartantyo, “Performance Analysis Of ‘Toga’ Foundation with Cap on Thick Soft Soil Based on Laboratory Models and Finite Element Analysis,†U KaRsT, vol. 4, no. 1, pp. 223–236, 2020, doi: 10.1088/1742-6596/1168/2/022063.A.
Irwansyah and S. Hendri, “Analisis Jenis Pondasi Gedung Mesjid Agung Kota Tanjung Balai,†Juitech, vol. 5, no. 1, pp. 27–33, 2021.
A. I. Candra, “Analisis Daya Dukung Pondasi Strauss Pile Pada Pembangunan Gedung Mini Hospital Universitas Kadiri,†Ukarst, vol. 1, no. 1, pp. 63–70, 2017.
R. Rizaludin, S. Winarto, and A. Ridwan, “Perencanaan Pondasi Tiang Pancang Gedung Pasca Sarjana Fakultas Teknik Universitas Kadiri,†J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 1, p. 55, 2020, doi: 10.30737/jurmateks.v3i1.889.
S. Hartiwi and E. Priadi, “Studi Optimasi Fondasi Dalam Pada Gedung Rumah Sakit Umum Jeumpa Kota Pontianak,†J. Mhs. Tek. Sipil Univ. Tanjungpura, vol. 6, no. 3, pp. 1–10, 2019.
J. Pagehgiri, “Analisis Penggunaan Pondasi Mini Pile Dan Pondasi Borpile Terhadap Biaya Dan Waktu Pelaksanaan Pembangunan Ruang Kelas Smpn 10 Denpasar,†EXTRAPOLASI J. Tek. Sipil, vol. 8, no. 1, 2015.
R. Ilyas Kurniawan, A. Ridwan, S. Winarto, and A. I. Candra, “Perencanaan Pondasi Tiang (Studi Kasus Hotel Merdeka Tulungagung),†J. Manaj. Teknol. Tek. Sipil, vol. 2, no. 1, p. 144, 2019, doi: 10.30737/jurmateks.v2i1.406.
L. Li, J. Li, Y. Wang, and W. Gong, “ScienceDirect Analysis of nonlinear load-displacement behaviour of pile groups in clay considering installation effects,†Soils Found., vol. 60, no. 4, pp. 752–766, 2020, doi: 10.1016/j.sandf.2020.04.008.
H. Wahyudiono and S. Anam, “Perencanaan Pondasi Bore Pile Pada Proyek Jembatan Ngujang II Kab.Tulungagung,†U KaRsT, vol. 2, no. 1, pp. 20–27, 2018.
Y. Cahyo, H. Wahyudiono, and S. D. Hartantyo, “Pondasi Tiang Pancang Pada Gedung Serbaguna Universitas Kadiri,†U KaRsT, vol. 1, no. 2, pp. 137–145, 2017.
J. Hartono, “Analisis Penanganan Longsoran Dengan Perkuatan Mini Pile Menggunakan Sofware Plaxis V 8.2 Pembangunan Jalan Tol Balikpapan Samarinda,†PORTAL J. Tek. Sipil, vol. 12, no. 1, pp. 9–20, 2020.
A. Mohajerani, D. Bosnjak, and D. Bromwich, “Analysis and design methods of screw piles: A review,†Anal. Des. methods screw piles A Rev., vol. 56, no. 1, pp. 115–128, 2016, doi: 10.1016/j.sandf.2016.01.009.
A. Rifky, “Studi Perbandingan Pondasi Kayu Galam Dan Mini Pile Pada Bangunan Perumahan Tipe Red Valerian Komplek Citra Garden Banjarmasin,†J. Rekayasa Sipil, vol. 2, no. 1, pp. 1–8, 2014.
N. Asnah and E. Mulyani, “Perancangan Tempat Penyimpanan Spun Pile dan Mini Pile di Lokasi Padat Aktivitas (Studi Kasus Gedung Laboratorium Universitas Tanjungpura Pontianak),†J. Mhs. Tek. Sipil Univ. …, vol. 6, no. 2, pp. 1–7, 2019.
H. Hazarika et al., “Tire-chip reinforced foundation as liquefaction countermeasure for residential buildings,†Soils Found., vol. 60, no. 2, pp. 315–326, 2020, doi: 10.1016/j.sandf.2019.12.013.
C. Lam, S. A. Jefferis, T. P. Suckling, and V. M. Troughton, “Effects of polymer and bentonite support fluids on the performance of bored piles,†Soils Found., vol. 55, no. 6, pp. 1487–1500, 2015, doi: 10.1016/j.sandf.2015.10.013.
Badan Standardisasi Nasional, “Cara uji penetrasi lapangan dengan alat sondir,†Sni, pp. 1–23, 2008.
D. Kartikasari and D. Sanhadi, “Studi Evaluasi Pondasi Tiang Pancang ( Spun Pile ) Dengan Pondasi Tiang Bor ( Bored Pile ) Pada Gedung Kantor,†U KaRsT, vol. 3, no. 2, pp. 121–130, 2019.
D. Sarkar, M. Goudarzy, D. Ko, and T. Wichtmann, “Influence of particle shape and size on the threshold fines content and the limit index void ratios of sands containing non-plastic fines,†Soils Found., vol. 60, pp. 621–633, 2020, doi: 10.1016/j.sandf.2020.02.006.
S. S. M. Imam Mustofa, Drs. Sigit Winarto, ST. MT., Dr. Ahmad Ridwan, “Perencanaan pondasi tiang pancang pada gedung universitas tulungagung,†Jurmateks, vol. 1, no. 2, pp. 1–9, 2018, doi: 10.30737/jurmateks.v1i2.379.
S. Supriyadi, A. Ridwan, and Y. Cahyo, “Study Perencanaan Pondasi Gedung Guest House 6 Lantai Di Kota Kediri,†J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 1, p. 65, 2020, doi: 10.30737/jurmateks.v3i1.890.
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