Analisis Kuat Tekan Bebas Tanah Lempung Distabilisasi Pasir dan Semen

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

Abstract

The purpose of this study was to determine how much additional sand and cement on clay soil stabilization Bukit Rawi to the pavement. The results showed that after the addition of 16% sand with cement 2% the value of UCS rose to 1.63 kg/cm2 of initial conditions 0.41 kg/cm2. Then, the addition of cement 4% of the value of UCS also increased by 6.53 kg/cm2. On the addition of cement amounted to 6% the value of UCS will rise until 7.51 kg/cm2 and the addition of cement amounted to 8% the value increased to 12.08 UCS kg/cm2, and the addition of cement 10% the value increased to 13.06 UCS kg/cm2. Thus, with the addition of 16% sand and cement optimum 10% qualified technical foundation layer under the highway because of the value of UCS result 13.06 kg/cm2 > UCS 6 kg/cm2.

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Author Biography

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

References

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Muda, A. 2011. Stabilisasi Tanah Lempung Bukit Rawi Menggunakan Pasir dan Semen, Program Studi Magister Teknik Sipil Universitas Lambung Mangkurat, Banjarmasin.
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
Published
2016-06-01
How to Cite
Muda, A. (2016). Analisis Kuat Tekan Bebas Tanah Lempung Distabilisasi Pasir dan Semen. Anterior Jurnal, 15(2), 229-233. https://doi.org/10.33084/anterior.v15i2.67