Meningkatkan Daya Dukung Pondasi Tiang Pancang Gedung Baru Rumah Sakit Baptis Kediri Menggunakan Metode Mayerhoff

Lintang Ratnasari Satiti(1*), Yosef Cahyo Setianto Poernomo(2), Sigit Winarto(3), Andri Dwi Cahyono(4),

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

Abstract


The foundation is an important part of the building structure because it functions as a support. The selection of this pile foundation has various considerations, namely the pile foundation can achieve the hardest soil bearing capacity, made with a manufacturing system, then the quality of the concrete can be guaranteed, the soil bearing capacity is not only obtained from the tip of the pile. Foundation planning needs to be well planned to support user safety and comfort. Pile foundation is one type of foundation chosen because it is more cost-effective and quality than other foundations. This study aims to plan the pile foundation for a new building at Baptist Hospital Kediri. The calculations carried out include calculating the load received by each column, the carrying capacity of a single pile permit, the dimensions and depth of the pile, as well as the required pile cap dimensions. Calculation of the pile foundation is carried out using the Mayerhoff method. The calculation results show that the load on the column area (K13) is 212.23.04 tons, the carrying capacity of the single pile permit (Qall) is 87509.33 kg and Quult is 218773.3 kg and the use of 4 piles on one pile with dimensions of 40 x 40 cm with a depth of 10.6 m, With these results can be used as a reference in the construction of a new building Baptist Hospital that is safe and able to withstand the load of the building.

Keywords


Foundation; Mayerhoff; Piles; Structure;

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A. Franza, A. M. Marshall, T. Haji, A. O. Abdelatif, S. Carbonari, and M. Morici, “A simplified elastic analysis of tunnel-piled structure interaction,” Tunn. Undergr. Sp. Technol., vol. 61, pp. 104–121, 2017.

A. I. Candra, “Analisis Daya Dukung Pondasi Strous Pile Pada Pembangunan Gedung Mini Hospital Universitas Kadiri,” Ukarst, vol. 1, no. 1, pp. 63–70, 2017.

Y. et al. Cahyo, “Pondasi Tiang Pancang Pada Gedung Serbaguna Universitas Kadiri,” UKaRsT, vol. 1, no. 2, pp. 137–145, 2017.

Presiden Republik Indonesia, “UU RI no. 28 - 2002: ttg Bangunan Gedung.”

R. et al. Kurniawan, “Perencanaan Pondasi Tiang (Studi Kasus Hotel Merdeka Tulunggung),” J. Manaj. Teknol. Tek. Sipil, vol. 2, no. 1, p. 144, 2019, doi: 10.30737/jurmateks.v2i1.406.

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.

L. et al. Sintyawati, “Studi Perencanaan Struktur Pondasi Tiang Pancang Gedung Fakultas Syariah Iain Ponorogo,” J. Manaj. Teknol. Tek. Sipil, vol. 1, no. 2, pp. 227–237, 2018, doi: 10.30737/jurmateks.v1i2.380.

B. et al. Wiratmoko, “Perencanaan Pondasi Tiang Pancang Gedung Ketahanan Pangan Nganjuk,” J. Manaj. Teknol. Tek. Sipil, vol. 2, no. 1, p. 106, 2019, doi: 10.30737/jurmateks.v2i1.396.

N. V Kupchikova and E. N. Kurbatskiy, “Analytical method used to calculate pile foundations with the widening up on a horizontal static impact,” in IOP Conference Series: Materials Science and Engineering, 2017, vol. 262, no. 1, p. 12102.

Badan Standarisasi Nasional, “SNI 1727-2013 Beban Minimum untuk Perencanaan Bangunan Gedung dan Struktur Lain,” Badan Stand. Nas., pp. 1–16, 2013.

I. et al. Mustofa, “Perencanaan Pondasi Tiang Pancang Pada Gedung Universitas Tulungagung,” J. Manaj. Teknol. Tek. Sipil, vol. 1, no. 2, pp. 1–9, 2018, doi: 10.30737/jurmateks.v1i2.379.

H. Xing and L. Liu, “Field tests on influencing factors of negative skin friction for pile foundations in collapsible loess regions,” Int. J. Civ. Eng., vol. 16, no. 10, pp. 1413–1422, 2018.

M. Wyjadłowski, I. Bagińska, and J. Reiner, “Probabilistic assessment of pile capacity based on CPTu probing including random pile foundation depth,” in MATEC Web of Conferences, 2018, vol. 196, p. 1058.

D. K. Fitriyah, J. Propika, L. L. Lestari, H. Istiono, D. Pertiwi, and R. Sekartadji, “Pile Foundation Analysis on High–Rise Building using Finite Element-Spring Method on Sandy Clay Soil,” in IOP Conference Series: Materials Science and Engineering, 2019, vol. 462, no. 1, p. 12045.

A. Zhussupbekov, A. Omarov, G. Zhukenova, and G. Tanyrbergenova, “Pile foundations of mega projects: new railway station and LRT in problematical soil ground of Astana,” Procedia Eng., vol. 189, pp. 511–518, 2017.

N. Manap, K. Y. Tan, and N. Syahrom, “Main issues of pile foundation at waterfront development and its prevention method,” in IOP Conference Series: Earth and Environmental Science, 2017, vol. 109, no. 1, p. 12026.

A. I. Candra, “Analisis Daya Dukung Pondasi Strous Pile Pada Pembangunan Gedung Mini Hospital Universitas Kadiri,” UKaRsT, pp. 63–70, 2017.

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.

A. et al. Ridwan, “Analisa Perencanaan Pondasi Tiang Pancang Pada Gedung Rektorat Universitas Darul Ulum Jombang,” J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 1, p. 86, 2020, doi: 10.30737/jurmateks.v3i1.894.

S. Kim, S.-W. Whang, and S. Kim, “Pile foundation design through the increased bearing capacity of extended end pile,” J. Asian Archit. Build. Eng., vol. 16, no. 2, pp. 395–402, 2017.

R. Argiolas and R. Jardine, “An Integrated Pile Foundation Reassessment to Support Life Extension and New Build Activities for a Mature North Sea Oil Field Project,” in Offshore Site Investigation Geotechnics 8th International Conference Proceeding, 2017, vol. 695, no. 702, pp. 695–702.

M. Alberdi-Pagola, S. E. Poulsen, R. L. Jensen, and S. Madsen, “A case study of the sizing and optimisation of an energy pile foundation (Rosborg, Denmark),” Renew. Energy, vol. 147, pp. 2724–2735, 2020.

et al. Rizaludin, “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.

J. Rybak, “Some remarks on foundation pile testing procedures,” in IOP Conference Series: Materials Science and Engineering, 2017, vol. 245, no. 2, p. 22092.

A. M. Page, G. Grimstad, G. R. Eiksund, and H. P. Jostad, “A macro-element pile foundation model for integrated analyses of monopile-based offshore wind turbines,” Ocean Eng., vol. 167, pp. 23–35, 2018.

Y. et al. Bria, “Korelasi Daya Dukung Tanah Dasar Yang Didapat Dari Hasil Uji Sondir, DCP Dan Hand Penetrometer,” J. Mhs. Tek. Sipil Univ. Tanjungpura, vol. 7, no. 1, pp. 1–10, 2020.

Q. Van Nguyen, B. Fatahi, and A. S. Hokmabadi, “Influence of size and load-bearing mechanism of piles on seismic performance of buildings considering soil–pile–structure interaction,” Int. J. Geomech., vol. 17, no. 7, p. 4017007, 2017.

B. Fatahi, Q. Van Nguyen, R. Xu, and W. Sun, “Three-dimensional response of neighboring buildings sitting on pile foundations to seismic pounding,” Int. J. Geomech., vol. 18, no. 4, p. 4018007, 2018.

E. et. a. Barnas, “Penyelidikan Geoteknik Di Jembatan S. Cimadur Bayah Bant,” J. KaLIBRASI-Karya Lintas Ilmu Bid. Rekayasa Arsitektur, Sipil, Ind., vol. 8, pp. 56–75, 2017.

M. Bagheri, M. E. Jamkhaneh, and B. Samali, “Effect of seismic soil–pile–structure interaction on mid-and high-rise steel buildings resting on a group of pile foundations,” Int. J. Geomech., vol. 18, no. 9, p. 4018103, 2018.

H. et al. Panggabean, “Analisa Pondasi Yang Efisien Untuk Proyek Pembangunan Gedung,” IKRA-ITH Teknol., vol. 5, no. 74, pp. 81–90, 2021.

I. Basoka, “Perbandingan Daya Dukung Tiang Pancang Berdasarkan Pengujian Cone Penetration Test (CPT) Dan Standard Penetration Test (SPT) Pada Tanah Berpasir,” UKaRsT, vol. 4, no. 1, pp. 4–16, 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.

A. I. Candra, “Pada Pembangunan Gedung Mini Hospital Universitas Kadiri,” UKaRsT, vol. 1, no. 1, pp. 27–39, 2017.

A. R. Prahadhika, “Study Analisis Pondasi Tiang Pancang Gedung Serbaguna 7 Lantai di Universitas Kadiri,” 2018.




DOI: http://dx.doi.org/10.30737/jurmateks.v4i2.2048

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