STUDI ANALISIS DAYA DUKUNG PONDASI TIANG PADA PEMBANGUNAN GEDUNG LP3M UNIVERSITAS KADIRI

Authors

  • Agata Iwan Candra Universitas Kadiri
  • Anasrudin Yusuf Universitas Kadiri
  • Amanda Rizky F Universitas Kadiri

DOI:

https://doi.org/10.30736/cvl.v3i2.259

Keywords:

Calculation results as follows

Abstract

The foundation is a part of the building construction which is responsible for accepting and eradicating all the load from the building either live load or dead load from a land market building which is strong enough to support it . To determine the soil bearing capacity soil investigation needs to be done so that the building that are above the ground is not decreased (settlelment) is large enough, then the foundation must reach solid ground layer and the bearing capacity of the soil (bearing capacity) are permitted.   Strous foundation and bored pile used if the ground conditions in the bottom of the building does not have sufficient load bearing capacity to carry the load or if the hard soil that has a strong carrying capacity is located very deep from the ground surface. The purpose of this study is to calculate the carrying capacity of Strous Meyerhoff and Begemann on sondir results.

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Author Biographies

Agata Iwan Candra, Universitas Kadiri

Dosen Teknik Sipil Fakultas Teknik Universitas Kadiri

Anasrudin Yusuf, Universitas Kadiri

Teknik Sipil Fakultas Teknik Universitas Kadiri

Amanda Rizky F, Universitas Kadiri

Teknik Sipil Fakultas Teknik Universitas Kadiri

References

UU Nomer 28 Tahun 2002 Pasal 5 Ayat 1, Bangunan Gedung.

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A., Hanggoro Tri Cahyo, 2006, Hand Out Rekayasa Pondasi 2, Pondasi Tiang Pancang, Jurusan Teknik Sipil –FT, Universitas Negeri Semarang.

Direktorat Jenderal Bina Marga. 1976. Manual Pemeriksaan Jalan. Departemen Pekerjaan Umum dan Tenaga Listrik : Jakarta.

Surendro, Dr. Bambang. 2015. Rekayasa Fondasi : Teori dan Penyelesaian Soal. Yogyakarta : Graha Ilmu.

Sunaryanto, Wahyu. 2012. Strauss Pile . (Online). (http://belajarsipil.blogspot.co.id/2012/06/pondasi-strauss-pancang.html, diakses 13 Maret 2018).

Tambunan, Jhonson, 2012, Studi Analisis Daya Dukung Pondasi Tiang Pancang, Jurnal Rancang Sipil, Vol. 1, No. 1 : 21 – 30.

Fahrani, Ferra dan Apriyanti, Yayuk, 2015, Analisis Daya Dukung Tanah dan Penurunan Pondasi Pada Daerah Pesisir Pantai Utara Kabupaten Bangka, Jurnal Fropil, Vol. 3, No. 2 : 89 – 95.

Arifin, Zainul, 2007, Komparasi Daya Dukung Aksial Tiang Tunggal Dihitung dengan Beberapa Metode Analisis, Tesis, Program Pasca Sarjana, Universitas Diponegoro Semarang.

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Published

2018-10-16

How to Cite

Candra, A. I., Yusuf, A., & F, A. R. (2018). STUDI ANALISIS DAYA DUKUNG PONDASI TIANG PADA PEMBANGUNAN GEDUNG LP3M UNIVERSITAS KADIRI. Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan, 3(2), 166–171. https://doi.org/10.30736/cvl.v3i2.259

Issue

Section

Jurnal CIVILA

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