Kuat Tekan Bebas Tanah Lempung Distabilisasi Pasir dan Semen untuk Perkerasan Jalan Raya
DOI:
https://doi.org/10.33084/mits.v5i2.268Keywords:
kuat tekan bebas, tanah lempung, stabilisasi, pasir, semenAbstract
This study aims to determine the compressive strength of clay and sand stabilized clay soil for pavement. The results showed that the sand stabilization was 12% with 2% cement, the UCS value rose to 0.49 kg / cm2 from the initial condition 0.41 kg / cm2. Then, the addition of cement 4%, the UCS value also increased by 4.44 kg / cm2. On the addition of cement by 6%, the UCS value increased to 5.29 kg / cm2 and the addition of cement by 8%, the UCS value rose to 7.33 kg / cm2 and the addition of cement 10%, the UCS value increased to 9.06 kg / cm2. So, with the addition of sand by 12% and optimum cement 8%, it meets the technical requirements of the lower foundation layer of the road because the UCS value is 7.33 kg / cm2> 6 kg / cm2.Downloads
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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
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
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Published
2017-06-01
How to Cite
Muda, A. (2017). Kuat Tekan Bebas Tanah Lempung Distabilisasi Pasir dan Semen untuk Perkerasan Jalan Raya. Media Ilmiah Teknik Sipil, 5(2), 89–93. https://doi.org/10.33084/mits.v5i2.268
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