Perbandingan Nilai Daya Dukung Fondasi Dangkal Menurut Metode Terzaghi Dan Meyerhof

Comparison Of Shallow Foundation Supporting Capacity By Terzaghi And Meyerhof Method

Authors

  • Hisam Asngari Universitas Palangka Raya
  • Suradji Gandi Universitas Palangka Raya
  • Fatma Sarie Universitas Palangka Raya

DOI:

https://doi.org/10.33084/mits.v10i1.2339

Keywords:

Analasis, Daya Dukung, Fondasi Dangkal, Tanah

Abstract

In every building, a foundation is needed as a strong and sturdy building foundation. The foundation aims to support the building and pass the load on the building above it to a layer of soil that is strong enough to have a bearing capacity. To calculate the carrying capacity of the soil, there are many formulas that can be used. The results of each of these formulas produce different carrying capacity values. The purpose of this study is to calculate and analyze the bearing capacity of shallow foundations from the results of hand boring with the Terzaghi and Meyerhof methods. The results showed that the carrying capacity of the shallow foundation soil in the Terzaghi method was smaller than that of the Meyerhof method. The value of the terzaghi method is 353,443 KN /m2, while the Meyerhof method has increased by 70,094%, with a value of 601,185 KN /m2.

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Author Biographies

Hisam Asngari, Universitas Palangka Raya

Student of Civil Engineering, Universitas Palangka Raya

Suradji Gandi, Universitas Palangka Raya

Lecturer of Civil Engineering, Universitas Palangka Raya

Fatma Sarie, Universitas Palangka Raya

Lecturer of Civil Engineering, Universitas Palangka Raya

References

Bowles, J. E. (1997). Analisis dan Desain Pondasi, Jilid 1 Edisi 4. Erlangga: Jakarta.
Hakam, A. (2008). Rekayasa Pondasi. Bintang Grafika: Padang.
Hardiyatmo, C. H. (2002). Mekanika Tanah II. Gajah Mada University Press: Yogyakarta.
Hardiyatmo, C. H. (1996). Teknik Fondasi I. Gramedia Pustaka Utama: Jakarta.
Martini. (2009). Analisis Daya Dukung Tanah Pondasi Dangkal Dengan Beberapa Metode. Majalah Ilmiah Mektek Tahun, 11(2), pp.75-87.
Muda, A. (2016). Analisis Daya Dukung Tanah Fondasi Dangkal Berdasarkan Data Laboratorium. Jurnal ITEKNA, 16(1), pp.1-100.

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Published

2021-12-30

How to Cite

Asngari, H., Gandi, S., & Sarie, F. (2021). Perbandingan Nilai Daya Dukung Fondasi Dangkal Menurut Metode Terzaghi Dan Meyerhof: Comparison Of Shallow Foundation Supporting Capacity By Terzaghi And Meyerhof Method. Media Ilmiah Teknik Sipil, 10(1), 17–21. https://doi.org/10.33084/mits.v10i1.2339