OPTIMALISASI TAMBANG PIT C2HU DENGAN METODE SECANT PILE PADA AREA RAWA DI SITE SAMBARATA, PT BERAU COAL
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American Society of Civil Engineers , 1968. Specialty Conference on Placement and Improvement of Soil to Support Structures. ASCE Soil Mechanics and Foundations Division, Cambridge, MA, August 26–28, 440 pp.
Been, K. dan Sills, G.C., (1981): Self-weighed consolidation of soft soils: an experimental and theoretical study, Geotechnique, 31 (4), 519-535.
Dankers, P.J.T. (2006): On the hindered settling of suspensions of mud and mud-sand mixtures.
DAS, Braja M. (1983): Advanced soil machanics, Mc Graw Hill.
DAS, Braja M. (2006): Principles geotechnical engineering, Stamford Cengage Learning.
G&H Dept. (2018): Geotechnical assessment: tebal layering proses loading material rawa Tambang Lati, PT.Berau Coal.
G&H Dept. (2019): Geotechnical assessment: acuan beda tinggi loading material rawa Tambang Lati, PT.Berau Coal.
https://www.testingindonesia.com/mengenal-inclinometer-sebagai-instrumen-monitoring-geoteknik-33, diakses tanggal 05 September 2022
https://beraukab.bps.go.id/statictable/2016/01/13/14/nama-dan-panjang-sungai-menurut-kecamatan-2014.html. Diakses tanggal 01 September 2022
Utama, R.A., Basewed, Fathi. 2017. Metode Pelaksanaan Dan Quality Control Pada Pekerjaan Secant pile Pada Proyek Underpass Mampang-Kuningan. Universitas Gajah Mada.
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