Analisa Safety Factor Sheet Pile Pada PLTMG Pontianak Peaker Dengan Aplikasi Geo5

Authors

  • Muhammad Amar Sajali Jurusan Teknik Pengairan Fakultas Teknik Universitas Brawijaya
  • Rahmah Dara Lufira Jurusan Teknik Pengairan Fakultas Teknik Universitas Brawijaya
  • Suwanto Marsudi Jurusan Teknik Pengairan Fakultas Teknik Universitas Brawijaya
  • Aufa Hanan A Jurusan Teknik Pengairan Fakultas Teknik Universitas Brawijaya

DOI:

https://doi.org/10.21776/ub.pengairan.2019.010.02.01

Keywords:

Safety number, Sheet Pile, Soil Geology, PLTMG, GEO5

Abstract

In the past decade, the development of land retaining construction is growing rapidly as optimization of available land use. The purpose of this study is to hold the soil in order to avoid landslide due to the structural load other than the use of available space. The results of the sheet pile analysis at Pontianak Peaker PLTMG found that the SF number in the condition without earthquake (safe condition) is 2.00 and the number of SF in earthquake conditions is 1.40. Based on the results of sheet pile analysis at S-02 and S-03 points in conditions without earthquakes, low tide-without earthquakes, floods-without earthquakes, normal-earthquakes, receding earthquakes, and earthquake floods with earthquakes returning 500 years in analysis the structure and analysis of slope stability are said to be "safe" because the conditions without earthquakes SF values greater than 2.00 and earthquake conditions SF values greater than 1.40.

References

Hardiyatmo, H.C., 2011. Analisis dan Perencangan Fondasi II, 2nd ed. Yogyakarta: Gadjah Mada University Press.

Das, B.M, 2011. Principles of Foundation Engineering, Seventh edition, PWS Publishing Company.

ITB. 2005. Design of Small Dams. Oxford & IBH Publishing CO. New Delhi Bombay Calcutta.

Kementrian Pekerjaan Umum, 1986. Buku Petunjuk Perencanaan Beton Bangunan. PU: Direktorat Jendal Pengairan.

Gunata, Rizfon. 2014. Jurnal Teknik Sipil dan Lingkungan Vol.2.No.3

Mitchell, James K. & Villet, Willem C. B. 1987. Reinforcement of Earth Slopes and Embankments. Washington D.C: National Research Council.a.

Listyawan, Anto Budi dkk. 2013. Desain Dimensi Dinding Penahan Tanah Dengan Menggunakan Program Geo 5. Simposium Nasional RAPI XII-2013FT UMS ISSN1412-9612.

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Published

2019-12-02

How to Cite

Sajali, M. A., Lufira, R. D., Marsudi, S., & Hanan A, A. (2019). Analisa Safety Factor Sheet Pile Pada PLTMG Pontianak Peaker Dengan Aplikasi Geo5. Jurnal Teknik Pengairan: Journal of Water Resources Engineering, 10(2), pp.74–83. https://doi.org/10.21776/ub.pengairan.2019.010.02.01

Issue

Vol. 10 No. 2 (2019)

Section

Articles

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Copyright (c) 2019 Muhammad Amar Sajali, Rahmah Dara Lufira, Suwanto Marsudi, Aufa Hanan A

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