Analisis Daya Dukung Tanah Pondasi Dalam Berdasarkan Data Lapangan Di Desa Baringin Kota Palangka Raya

Analysis Of The Carrying Capacity Of Deep Foundation Soil Based On Field Result In Baringin Village, Palangka Raya City

  • Amanda Rachmad Pratama Universitas Muhammadiyah Palangkaraya
  • Rida Respati Universitas Muhammadiyah Palangkaraya
  • Norseta Ajie Saputra Universitas Muhammadiyah Palangkaraya https://orcid.org/0000-0002-5062-7616
Keywords: Daya Dukung Tanah, Pondasi, Sondir

Abstract

Soil bearing capacity is the ability of the soil to support the foundation load acting on it. To produce an accurate bearing capacity, it is necessary to know the properties and characteristics of the soil. For this reason, a comparison of the carrying capacity of the soil is carried out based on the calculation of CPT / Sondir and SPT to be able to plan a safe and economical pile foundation. The purpose of this study was to determine the amount of soil bearing capacity of the deep foundation in the environment around the Ataqwa Mosque, Baringin Village, Palangkaraya City based on field tests, and based on laboratory tests, and to determine the value of the comparison between the Mayerhof Method and the Schmertmann-Nottingham Method. Based on the Sondir value, it is continued with the calculation of the carrying capacity of the soil, then the calculation results are analyzed and concluded. From the calculation of the value of the carrying capacity of the foundation pile implementation of point 1 (one), the highest value of 400 mm diameter piles in the Meyerhoff method is 75,319 kg, while the lowest bearing capacity value is also at 400 mm piles of 10,676 kg. For point 2 (two), the highest value is obtained at 400 mm diameter piles in the Shmertmann-Nottingham method of 65,853 kg, while the lowest bearing capacity value is also at 400 mm piles of 10,676 kg

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Author Biographies

Amanda Rachmad Pratama, Universitas Muhammadiyah Palangkaraya

Student of Civil Engineering, Universitas Muhammadiyah Palangkaraya

Rida Respati, Universitas Muhammadiyah Palangkaraya

Lecturer of Civil Engineering, Universitas Muhammadiyah Palangkaraya

Norseta Ajie Saputra, Universitas Muhammadiyah Palangkaraya

Lecturer of Civil Engineering, Universitas Muhammadiyah Palangkaraya

References

Bowles Joseph E. (1998) Analisis Dan Desain Pondasi, Edisi Keempat, Erlangga, Jakarta
Bowles, J.E. dan Hainim, J.K (1991). Sifat-sifat Fisis dan Geoteknik Tanah (Mekanika Tanah), Penerbit Erlangga, Jakarta.
Hardiyatmo, HC, 2010, Teknik Fondasi II, Penerbit Beta Offset, Yogyakarta
Martini, (2009) Pengaruh Tingkat Kepadatan Tanah Terhadap Daya Dukung Tanah. Universitas Tadulako, Palu.
Utami, (2013), Perbandingan Daya Dukung Tanah Berdasarkan Data Sondir dan SPT, Prosiding-Seminar Nasional, Teknologi Terapan (SN TEKPAN) 2013, Institut Teknologi Aditama Surabaya, Surabaya.
Putri A, AS, et all (2007), Penentuan Daya Dukung Tanah Berdasarkan Hasil Penentuan CPT dan Uji Laboratorium, Jurnal UNHAS, Universitas Hasanudin Makasar
Published
2020-12-01
How to Cite
Pratama, A. R., Respati, R., & Saputra, N. A. (2020). Analisis Daya Dukung Tanah Pondasi Dalam Berdasarkan Data Lapangan Di Desa Baringin Kota Palangka Raya. Media Ilmiah Teknik Sipil, 9(1), 70-77. https://doi.org/10.33084/mits.v9i1.1918

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