Analisis Stabilisasi Tanah Dasar dengan Cerucuk Bambu dan Geotekstil

Authors

  • Muhammad Naufal Luthfiyyah Universitas Muhammadiyah Sukabumi
  • Hadi Kusumah Universitas Muhammadiyah Sukabumi
  • Hartono Universitas Muhammadiyah Sukabumi

DOI:

https://doi.org/10.21776/ub.rekayasasipil.2023.017.02.7

Keywords:

Organic clay, subgrade stabilization, bamboo culms, geotextiles, CBR

Abstract

The road plays an essential role as a driving force for development growth in Sukabumi. The access section is an organic clay type with low bearing capacity, so it needs subgrade stabilization. The DCP test obtained a value of 0.76%. The carrying capacity value is in a poor classification. Therefore, it is necessary to strengthen the soil layer using bamboo culms and geotextiles. After that, it is required to do a field CBR. After supporting bamboo culms, the carrying capacity value is 5.63%. This value meets the CBR requirements in medium classification. Thus, it is necessary to add a pavement layer with geotextile. This bearing capacity test obtained a value of 20.59% and is in excellent classification.

Author Biography

Muhammad Naufal Luthfiyyah, Universitas Muhammadiyah Sukabumi

Mahasiswa Teknik Sipil

References

Wismantara I. G. N. N., Budiarnaya P., Metode Peningkatan Daya Dukung Tanah Lunak, 3 (2) 2020: 37-40

Sutejo Y., Muliawan S., Dewi R., Hadinata F., Ariawan B., Rustam R.K., Pemodelan Perkuatan Menggunakan Bambu untuk Daya Dukung Pondasi Dangkal Pada Tanah Gambut, 9 (2), 2020: 109-114

Soewignjo A.N., Studi Daya Dukung Pondasi Dangkal pada Tanah Gambut dengan Kombinasi Geotekstil dan Grid Bambu, 18 (1), 2011: 31-40

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Published

2023-05-03

How to Cite

Luthfiyyah, M. N., Kusumah, H., & Hartono. (2023). Analisis Stabilisasi Tanah Dasar dengan Cerucuk Bambu dan Geotekstil. Rekayasa Sipil, 17(2), 161–168. https://doi.org/10.21776/ub.rekayasasipil.2023.017.02.7