Estimasi Nilai Parameter Kompaksi Berdasarkan Nilai Klasifikasi Tanah Pada Proyek Jalan Raya
DAFTAR PUSTAKA
Aadil N, Riaz S., dan Waseem U. 2014. Stabilization Of Subgrade Soils Using
Cement And Lime: A Case Study Of Kala Shah Kaku, Lahore, Pakistan.
Pakistan Journal Of Science, Vol.66 No.1 March, 2014.
Bowles, J.E., 1993. Sifat-sifat Fisis dan Geoteknis, Edisi Kedua , Erlangga, Jakarta.
GÈ•naydin O, 2009. Estimation Of Soil Compaction Parameters By Using Statistical
Analysis And Artificial Neural Networks , Environ Geol (2009) 57:203-215.
Hardiyatmo, H.C., 2013. Stabilisasi Tanah Untuk Perkerasan Jalan . Gajah Mada
University Press, Yogyakarta.
Isik F, dan Ozden G., 2013. Estimating Compaction Parameters Of Fine- And
Coarse- Grained Soils By Means Of Artificial Neural Networks , Environ
Earth Sci (2013) 69:2287-2297.
Kamarudin, F.B., 2005. Estimation Of Soil Compaction Parameter Based On
Atterberg Limits, Skripsi Sarjana, Fakultas Teknik Sipil, Universitas
Teknologi Malaysia.
Karim N.A, Noor N.M, Rashid A.S.A, dan Yacoob H., 2014. Effect Of Cement
Stabilized Kaolin Subgrade On Strength Properties , Journal Of Applied
Science 14(8): 842-845, 2014.
Matcalf, J.B, dan Romanoschi, S.A., 2007. Prediction Od Maximum Dry Density
And Optimum Moisture Content From Simple Material Properties .
Muis, Z.A., 1998. Penentuan Berat Isi Kering Maksimum Bahan Aggregat Base
Berdasarkan Data Klasifikasi Tanah Pada Proyek Jalan Raya, Seminar
57
Universitas Sumatera Utara
Highway Engineering, Medan Academic Commitee (MAC), Teknik Sipil
USU.
Muis, Z.A., dan Siagian D, 2013. Estimasi Nilai Parameter Kompaksi Bahan
Subgrade Berdasarkan Nilai Index Properties Pada Proyek Jalan Raya ,
Skripsi Sarjana Departemen Teknik Sipil USU.
Nendi, A.M., (2010). Korelasi Antara Hasil Ujian Mampatan Dengan Had
Atterberg, Skripsi Sarjana, Fakultas Teknik Sipil, Universitas Teknologi
Malaysia.
Novianto, Dandung., 2012. Mekanika Tanah.
Smith, M.J., (1984). Mekanika Tanah. (Elly Madyayanti), Jakarta: Erlangga.
Surendro, Bambang., 2014. Mekanika Tanah.
Sridharan, A., dan Nagaraj, H.B., (2005). Plastic Limit And Compaction
Characteristic Of Fine Grained Soils, Ground Improvement (2005) 9, No.1,
17-22.
Ugbe, F.C., (2011). Estimating Compaction Characteristics From Fines in A-2
Type Lateritic Soils, Research Journal Of Environmental And Earth
Sciences 3(4): 433-437, 2011.
Ugbe, F.C., (2012). Predicting Compaction Characteristics Of Lateritic Soil Of
Western Niger Delta, Nigeria , Research Journal Of Environmental And
Earth Sciences 4(5): 553-559, 2012.
Zakaria, H.B., (2007). Correlation Between Results Of Compaction Test And
Atterberg Limits, Tugas Akhir Sarjana, Fakultas Teknik Sipil, Universitas
Teknologi Malaysia.
58
Universitas Sumatera Utara
Aadil N, Riaz S., dan Waseem U. 2014. Stabilization Of Subgrade Soils Using
Cement And Lime: A Case Study Of Kala Shah Kaku, Lahore, Pakistan.
Pakistan Journal Of Science, Vol.66 No.1 March, 2014.
Bowles, J.E., 1993. Sifat-sifat Fisis dan Geoteknis, Edisi Kedua , Erlangga, Jakarta.
GÈ•naydin O, 2009. Estimation Of Soil Compaction Parameters By Using Statistical
Analysis And Artificial Neural Networks , Environ Geol (2009) 57:203-215.
Hardiyatmo, H.C., 2013. Stabilisasi Tanah Untuk Perkerasan Jalan . Gajah Mada
University Press, Yogyakarta.
Isik F, dan Ozden G., 2013. Estimating Compaction Parameters Of Fine- And
Coarse- Grained Soils By Means Of Artificial Neural Networks , Environ
Earth Sci (2013) 69:2287-2297.
Kamarudin, F.B., 2005. Estimation Of Soil Compaction Parameter Based On
Atterberg Limits, Skripsi Sarjana, Fakultas Teknik Sipil, Universitas
Teknologi Malaysia.
Karim N.A, Noor N.M, Rashid A.S.A, dan Yacoob H., 2014. Effect Of Cement
Stabilized Kaolin Subgrade On Strength Properties , Journal Of Applied
Science 14(8): 842-845, 2014.
Matcalf, J.B, dan Romanoschi, S.A., 2007. Prediction Od Maximum Dry Density
And Optimum Moisture Content From Simple Material Properties .
Muis, Z.A., 1998. Penentuan Berat Isi Kering Maksimum Bahan Aggregat Base
Berdasarkan Data Klasifikasi Tanah Pada Proyek Jalan Raya, Seminar
57
Universitas Sumatera Utara
Highway Engineering, Medan Academic Commitee (MAC), Teknik Sipil
USU.
Muis, Z.A., dan Siagian D, 2013. Estimasi Nilai Parameter Kompaksi Bahan
Subgrade Berdasarkan Nilai Index Properties Pada Proyek Jalan Raya ,
Skripsi Sarjana Departemen Teknik Sipil USU.
Nendi, A.M., (2010). Korelasi Antara Hasil Ujian Mampatan Dengan Had
Atterberg, Skripsi Sarjana, Fakultas Teknik Sipil, Universitas Teknologi
Malaysia.
Novianto, Dandung., 2012. Mekanika Tanah.
Smith, M.J., (1984). Mekanika Tanah. (Elly Madyayanti), Jakarta: Erlangga.
Surendro, Bambang., 2014. Mekanika Tanah.
Sridharan, A., dan Nagaraj, H.B., (2005). Plastic Limit And Compaction
Characteristic Of Fine Grained Soils, Ground Improvement (2005) 9, No.1,
17-22.
Ugbe, F.C., (2011). Estimating Compaction Characteristics From Fines in A-2
Type Lateritic Soils, Research Journal Of Environmental And Earth
Sciences 3(4): 433-437, 2011.
Ugbe, F.C., (2012). Predicting Compaction Characteristics Of Lateritic Soil Of
Western Niger Delta, Nigeria , Research Journal Of Environmental And
Earth Sciences 4(5): 553-559, 2012.
Zakaria, H.B., (2007). Correlation Between Results Of Compaction Test And
Atterberg Limits, Tugas Akhir Sarjana, Fakultas Teknik Sipil, Universitas
Teknologi Malaysia.
58
Universitas Sumatera Utara