BLOCK PUNCH INDEX (BPI) DAN POINT LOAD INDEX (PLI) UNTUK MEMPREDIKSI NILAI KUAT TEKAN BATUAN PENYUSUN LERENG TAMBANG GUNA MENCEGAH TERJADINYA LONGSORAN DI CV. BARA MITRA KENCANA, SAWAHLUNTO
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Astawa Rai, M, Kramadibrata, S, dan Kresna Wattimena, R. Mekanika Batuan. Bandung: ITB. 2014,
C.O. Aksoy. Determination of Instantaneous Breaking Rate by Geological Strength Index, Block Punch Index and Power of Impact Hammer for Various Rock Mass Condition. Turkey. Vol. 26, Pg: 534-540. 2011,
D.A. Mishra and A.Basu, Use of the Block Punch Test to Predict the Compressive and Tensile Strengths of Rocks, Indian Institute of Technology, India, Vol. 51 Pg: 119-127. 2012,
Muntazir Abbas, S. Rock Mass Classification Systems. Freiberg : Bergakademie Freiberg, Geotechnical Institute. Pg: 1-48.2015,
Priagung Widodo,N. Penelitian K3 Penyanggaan Pada Penambangan Long Wall Semi Mekanis Batubara Bawah Tanah Dalam Rangka Mendukung Penyusunan Kebijakan K3 Tambang. Bandung: TEKMIRA.2010.
Resat Ulusay and Candan Gokceoglu, The Modified Block Punch Index Test, Applied Geology Division, Geological Engineering Department, Can. Geotech. J, Canada,Vol. 34. Pg: 991-1001. 1997.
Refky Adi Nata dan Alfi Sabri. Kestabilan Batuan Atap dan Dinding Tambang Batubara Bawah Tanah di PT. Allied indo coal jaya, Sawahlunto Sumatera Barat. Jurnal Sains dan Teknologi: Jurnal Keilmuan dan Aplikasi Teknologi Industri. Vol. 19 No. 2 Pg: 92-96. 2020,
Refky Adi Nata and Murad M.S. Stand Up Time in Tunnel Base On Rock Mass Rating Bieniawski 1989. AIP Conference Proceeding. 1903 (1). 2017,
Syaeful Heri dan Kamajati Dathu. Analisis Karakteristik Massa Batuan Di Sektor Lemajung, Kalan, Kalimantan Barat. Jakarta: Jurnal Eksplorium Pusat Teknologi Bahan Galian Nuklit (Batan).Vol. 36 No. 1 Pg: 17-30.2015,
DOI: http://dx.doi.org/10.36275/stsp.v20i1.242
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