Desain Ulang Struktur Bawah Bangunan Studi Kasus: Gedung Kantor DPRD Dharmasraya Provinsi Sumatera Barat

Authors

  • Jihan Melasari Universitas Putra Indonesia YPTK Padang
  • Meri Sufina Universitas Putra Indonesia YPTK Padang
  • Afdhal Yusra Universitas Putra Indonesia YPTK Padang

DOI:

https://doi.org/10.35134/jcivil.v6i1.16

Keywords:

Bore pile, Foundation, Pile

Abstract

Solid construction certainly has a strong foundation that sustain Minimizing the potential for a settlement and the destruction of the foundation is so important to be known. So we should be able to know exactly how large a bearing capacity of the foundation. The purpose of this thesis is to redesign the foundation witha bore pile foundation. So in terms of knowing the size of the bearing capacity of the foundation, ,we discusses how the value of the bearing capacity of the foundation analytically which in this case using mayerhoff method, the from data SPT will using reese & wright method and mayerhoff method. The value of bearing capacity that we seek to determine the strength of the foundation that suffer a load the which is located thereon. legislative office
building Dharmasraya using a pile foundation and design with bore pile foundation, At the point BH-1 the carrying capacity of the single pile foundation is greater than the load, the foundation is said to be safe, Q permits> the rated load is 2000,32 tons > 47,973 tons. At point BH-2 the bearing capacity of the pile foundation of the group is greater than the load, the foundation is said to be safe, Q permits > 2073,532 tons > 1218,989 tons. At point BH-1 the carrying capacity of single bore pile foundation is greater than load carrying, the foundation is said to be safe, Q permit> the mean load is 1230,249 tons > 47,973 tons. At BH-2 point the
carrying capacity of the bore pile foundation is larger than the load, the foundation is said to be safe, Q permits> the rated load is 1222,337 tons > 1218,989 tons. 

References

Bowles, Joseph E. 1991. Sifat-sifat Fisis dan Geoteknis Tanah (Mekanika tanah), Erlangga, Jakarta. Coduto, D. P. 1994, Foundation Design Principles and Practise. Prentice-Hall Inc.

Frick, 2006, Arsitektur Ekologis, Kahisius, Yogyakarta.

Hadihardaja, Joetata. 1997. “Rekayasa pondasi 2 : Fundasi Dangkal dan Fundasi Dalam”. Gunadarma.Hardiyatmo, H. C., 1996, Teknik Pondasi 1, PT. Gramedi Pustaka Umum, Jakarta.

Hardiyatmo, H. C., 2002, Teknik Pondasi 2, PT. Gramedi Pustaka Umum, Jakarta. Hardiyatmo, H. C., 2006, perencanaan tanah longsor

dan erosi, 2, Gadjah Mada a. University Press, Yogyakarta.

Hardiyatmo, H.C., 2008, Teknik Pondasi 2, Edisi Keempat,Jakarta.

Hardiyatmo, H.C., 2010, Analisis dan Perancangan Fondasi, Edisi pertama bagian II, Gadjah MadaUniversity Press, Yogyakarta.

Komarudin, 2015, “Analisis deformasi pondasi tiang bor dengan model elemen hingga pada tanah stiff clay”. a. Bandung.

Nakazawa, 1983, Mekanika Tanah dan Tenik Pondasi, PT Pradnya Paramita, Jakarta. Pamungkas, A. Harianti, E, (2013), Desain Pondasi

Tahan Gempa. Yogyakarta.

Reese, L.C & Wright, S.J., 1977, Drilled Shaft Design and Construction Guideliness Manual. Sardjono H.S, Edisi Kedua, 1991.”Pondasi Tiang Pancang Jilid 1”, CV Sinar Wijaya, Surabaya.

Tomlinson, M.J, 1977, Pile Design and construction practice first Edition, View Point Publishing, London. Wesley, L. 2010. Mekanika Tanah. Badan Penerbitan Pekerjaan Umum. Jakarta.

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Published

2021-04-30

How to Cite

Melasari, J. ., Sufina, M. ., & Yusra, A. . (2021). Desain Ulang Struktur Bawah Bangunan Studi Kasus: Gedung Kantor DPRD Dharmasraya Provinsi Sumatera Barat. Civil Engineering Collaboration, 6(1), 1–11. https://doi.org/10.35134/jcivil.v6i1.16

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