Kuat Tekan Bebas Tanah Lempung Bukit Rawi Distabilisasi Pasir dan Semen

  • Anwar Muda Universitas Muhammadiyah Palangkaraya
Keywords: uncofined compreesive strength, clay, stabilization, sand, cement

Abstract

Bukit Rawi clay soil properties only have a value of UCS at 0:41 kg/cm2 so it does not meet the technical requirements Lapis Foundation Under Highway. To that end, will be improved with the addition of sand and cement and is expected to meet the technical requirements highway pavement. The aim of this study was to determine how much the addition of sand and cement on clay soil stabilization Bukit Rawi for pavement highway. The results showed that after the addition of 12% sand with cement 2%, the value of UCS rose to 0:49 kg/cm2 of initial conditions 0:41 kg/cm2. Then, the addition of 4% cement, UCS value also increased by 4:44 kg/cm2. At addition of cement amounted to 6%, the value of UCS has increased to 5:29 kg/cm2 and the addition of cement amounted to 8%, the value of UCS rose to 7:33 kg/cm2 and the addition of cement 10%, the value of UCS increased to 9:06 kg/cm2. So that, with the addition of sand by 12% and 8% of cement optimum technically qualified foundation layer under the highway because of the value of UCS result 7:33 kg/cm2> 7:33 kg/cm2.

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Author Biography

Anwar Muda, Universitas Muhammadiyah Palangkaraya
Senior Lecturer of Civil Engineering Universitas Muhammadiyah Palangkaraya

References

Hardiyatmo, H.C. 2006. Mekanika Tanah 1, Edisi Keempat, Gajah Mada University Press, Yogyakarta
Ingles, O.G, dan Metcalf, J.B, 1972. Soil stabilization Principle and Practice, Butterworths Pty. Limited, Melbourne.
Moerdika, O.V,. 2002. Stabilisasi Tanah Laterit dari Lampung Untuk Digunakan Sebagai Bahan Lapis Pondasi Perkerasan, Institut Teknologi Bandung.
Punmia, B.C. 1973. Soil Mechanics and Foundation, Laxmi Publication (P), Ltd, New Delhi.
Soedarmo, G.D dan Purnomo, J.D. 1997. Mekanika Tanah 1, Kanisius, Jogjakarta
Sujianto,A.T. 2007. Stabilisasi Tanah Lempung Ekspansif Dengan Garam Dapur (NaCl) (Jurnal Teknik Sipil Volume 8, No.1, 2007)
Sukirman, S. 1999. Perkerasan Lentur Jalan Raya, Nova, Bandung
Wesley, L.D,. 1977. Mekanika Tanah, Cetakan ke VI, Badan Penerbit Pekerjaan Umum, Jakarta.
Muda, A. 2011. Stabilisasi Tanah Lempung Bukit Rawi Menggunakan Pasir dan Semen, Program Studi Magister Teknik Sipil Universitas Lambung Mangkurat, Banjarmasin.
Published
2015-12-01
How to Cite
Muda, A. (2015). Kuat Tekan Bebas Tanah Lempung Bukit Rawi Distabilisasi Pasir dan Semen. Anterior Jurnal, 15(1), 104–108. https://doi.org/10.33084/anterior.v15i1.205