Peningkatan Daya Dukung Tiang pada Gedung Permata Indah Nganjuk Menggunakan Metode Trofimankove

Muchammad Sutikno(1*), Edy Gardjito(2), Agata Iwan Candra(3), Fitry Rahmawaty(4), Muhammad Heri Nastotok(5),

(1) Faculty of Engineering, Kadiri University
(2) Faculty of Engineering, Kadiri University
(3) Faculty of Engineering, Kadiri University
(4) Faculty of Engineering, Kadiri University
(5) Faculty of Engineering, Kadiri University
(*) Corresponding Author

Abstract


The function of the foundation as a substructure that transmits the load received from the upper structure of the building into the foundation makes the foundation have an important role. The strength of the foundation is something that needs to be planned properly. This planning aims to plan the foundation for the Permata Indah Building, Nganjuk Regency, which will later be used as a boarding house building. Planning that is carried out includes selecting the type of foundation, calculation of dimensions, and foundation reinforcement. Based on soil investigation results, the foundation type pile was chosen because the hard soil was located at a depth of 17 m. The method used to calculate the bearing capacity of the pile includes the Meyerhoff, Begemann, and Trofimankove methods. With a diameter of 30 cm and 4 poles, the carrying capacity of group piles (Pg) was obtained using the Meyerhoff method of 224.60 tons, the Begemann Method of 199.59, and the Trophimankove Method of 259.36 tons. From these results, the group pile bearing capacity value is still greater than the value of ƩVu= 146.28 tonnes. Meanwhile, for a single pile settlement Se= 2.13cm <Sijin= 3 cm SAFE and a pile settlement group Sg= 3.98cm.


Keywords


Bearing Capacity; Buckling Factor; Cone Penetration Test (CPT); Settlement of Foundation

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References


L. Sintyawati, S. Winarto, A. Ridwan, and A. I. Candra, “Studi Perencanaan Struktur Pondasi Tiang Pancang Gedung Fakultas Syariah IAIN Ponorogo,” J. Manaj. Teknol. Tek. Sipil, vol. 1, no. 2, pp. 227–237, 2018.

R. I. 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, pp. 144–153, 2019.

A. A. Prabowo, D. A. Pratama, and P. A. M. Agung, “Perbandingan Daya Dukung Antara Pondasi Tiang Pancang Dengan Pondasi Bor,” Pros. Semin. Nas. …, vol. 1, no. 1, 2019.

A. R. Ahmada Khotibul umam, Sigit Winarto, “Perencanaan Pondasi Tiang Pancang Gedung Dinas Tenaga Kerja Dan Transmigrasi,” Jurmateks, vol. 3, no. 1, pp. 23–34, 2020.

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.

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, pp. 65–75, 2020.

Mualif, A. Ridwan, and S. Winarto, “Analisa Perencanaan Pondasi Tiang Pancang Pada Gedung Rektorat Universitas Darul Ulum Jombang,” Jurmateks, vol. 3, no. 1, pp. 86–97, 2020.

T. A. Turin, Benny Mochtar Efendi Arifin, and Musrifah Tohir, “Perencanaan Pondasi Tiang Pancang Pada Pembangunan Reservoir Dan Tangki Wtp Kapasitas 250 Ribu Liter PDAM Kec. Loakulu Kab. Kutai Kartanegara,” KURVA S J. Mhs., vol. 1, no. 1, pp. 276–291, 2018.

F. Luthfiani, I. Nurhuda, and I. D. Atmanto, “Analisis Penurunan Bangunan Pondasi Tiang Pancang dan Rakit Pada Proyek Pembangunan Apartemen Surabaya Central Business District,” J. Karya Tek. Sipil, vol. 6, no. 2, pp. 166–179, 2017.

Hartanto, Dwi, S. Winarto, and A. I. Candra, “Perencanaan Pondasi Tiang Pancang Pada Gedung Sekretariat Dewan DPRD Kabupaten Kediri,” J. Manaj. Teknol. Tek. Sipil, vol. 1, no. 2, pp. 303–312, 2018.

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.

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.

L. Li, J. Li, Y. Wang, and W. Gong, “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.

C. Lam, S. A. Jefferis, T. P. Suckling, and V. M. Troughton, “Effects of polymer and bentonite support fl uids on the performance of bored piles,” Soils Found., vol. 55, no. 6, pp. 1487–1500, 2015, doi: 10.1016/j.sandf.2015.10.013.

H. Hazarika, S. Manafi, K. Pasha, and I. Ishibashi, “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.

T. Mulyono, S. Musalamah, and N. Hanifah, “Aktualisasi Kapasitas Daya Dukung Aksial Pondasi Tiang Pancang Berdasarkan Parameter Tanah Dan Static Loading Test Kasus: Perencanaan Gedung Dewi Sartika Di Unj,” J. Kaji. Tek. Sipil, vol. 3, no. 1, pp. 22–31, 2018.

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.

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.

Suwarno, E. Siswanto, and H. Wahyudiono, “Perencanaan Pondasi Tiang Pancang Studi Kasus : Pembangunan Gedung STKIP PGRI Trenggalek,” U KaRsT, vol. 2, no. 2, pp. 145–153, 2018.

A. Iwan, “Studi Analisis Daya Dukung Pondasi Tiang Pada Pembangunan Gedung Lp3m Universitas Kadiri,” J. CIVILA, vol. 3, no. 2, pp. 166–171, 2018, doi: 10.30736/cvl.v3i2.259.

F. Nursandah, R. Ajiono, and D. S. Lelana, “Studi Perencanaan Pondasi Tiang Pancang Pada Jembatan Kereta Api Km 95+870 Jombang Madiun,” J. Manaj. Teknol. Tek. Sipil, vol. 2, no. 2, pp. 64–73, 2019.

D. Asmarendra, “Analisa Perbandingan Pondasi Tiang Pancang Pada Pembangunan Kantor Pelayanan Perbendaharaan Negara (Kppn) Samarinda,” KURVA S J. Mhs., vol. 1, no. 1, pp. 586–600, 2019.

I. R. Simbolon, “Analisa Daya Dukung Pondasi Tiang Pancang (Mini Pile) Pada Proyek Pembangunan Rsia Stella Mariss Jalan Samanhudi - Medan,” Univ. Sumatera Utara, 2019.

A. I. C. Moh. Idham Cholid, Sigit Winarto, Yosef Cahyo S.P, “Perencanaan Pondasi Sumuran Pada Proyek Pembangunan Gedung Asrama Balai Pembangunan SDM Dan Pertanian Bantul DIY,” J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 1, pp. 45–54, 2020.

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.




DOI: http://dx.doi.org/10.30737/jurmateks.v4i1.1692

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