Ikuti
Tri Karian
Tri Karian
Email yang diverifikasi di mining.itb.ac.id
Judul
Dikutip oleh
Dikutip oleh
Tahun
Application of highwall mining system in weak geological condition
T Sasaoka, T Karian, A Hamanaka, H Shimada, K Matsui
International Journal of Coal Science & Technology 3, 311-321, 2016
402016
Numerical study on roadway stability under weak geological condition of PT Gerbang Daya Mandiri underground coal mine in Indonesia
P Pongpanya, T Sasaoka, H Shimada, B Ulaankhuu, J Oya, S Dwiki, ...
GSTF Journal of Geological Sciences (JGS) 3 (1), 2017
112017
Effect of mine water on the stability of underground coal mine roadways
T Sasaoka, T Karian, A Hamanaka, H Shimada, K Matsui, M Ichinose
Geotechnical and Geological Engineering 34, 671-678, 2016
62016
Analisis Longsoran Bidang, Studi Kasus Pada Lereng Pit Bakam Pt Kbk Di Kabupaten Katingan Provinsi Kalimantan Tengah
NMAGN Mare, A Ganang, BSB Sulistianto, TKT Karian
Jurnal Geomine 6 (3), 101-108, 2018
52018
Stability Control Measures for Crown Pillar in Cut and Fill Underground Gold Mine under Protected Forest Area, Indonesia
TRI Karian, T Sasaoka
Doctor Thesis, Kyushu University, Japan, 2016
52016
Countermeasure method for stope instability in crown pillar area of cut and fill underground mine
T Karian, H Shimada, T Sasaoka, S Wahyudi, D Qian, B Sulistianto
International Journal of Geosciences 7 (03), 280, 2016
52016
Support design of underground cut and fill mine by using Hybrid Numerical empirical model
W Purwanto, H Shimada, T Sasaoka, R Wattimena
J Geol Geosci 3 (148), 2, 2014
32014
Optimalization of outpit dump at Asam-Asam open pit coal mine, PT Arutmin Indonesia
B Sulistianto, T Karian, S Hidayatullah, S Widhy
Kyushu University G-COE program" Novel Carbon Resource Sciences" secretariat …, 2013
22013
Review of the artificial neural network application in prediciting blast vibration
Y Maulana, GM Simangunsong, T Karian
Jurnal GEOSAPTA 7 (1), 47-54, 2021
12021
Surface subsidence prediction of longwall underground coal mining prototype by using numerical and empirical method
T Karian, S Kramadibrata, B Sulistianto, H Shimada, T Sasaoka, ...
ISRM International Symposium-Asian Rock Mechanics Symposium, ISRM-ARMS8-2014-302, 2014
12014
Perhitungan Kurva Reaksi Batuan Menggunakan Pendekatan Metode Numerik
B Sulistianto, T Karian
JTM, 2009
12009
Dynamic factor of safety of rock slopes due to blasting based on critical displacement and critical acceleration
N Kiramang, SH Prassetyo, T Karian, GM Simangunsong
IOP Conference Series: Earth and Environmental Science 1288 (1), 012009, 2023
2023
Analisis 3 Dimensi Kestabilan Lereng Akibat Aktivitas Peledakan pada Terowongan
F Akbar, B Sulistianto, T Karian
Jurnal GEOSAPTA Vol 9 (01), 2023
2023
Review Perkembangan Algoritma Optimasi Stope untuk Tambang Bawah Tanah
D Putra, T Karian, B Sulistianto
Jurnal GEOSAPTA Vol 6 (2), 131, 2020
2020
STABILITY CONTROL MEASURES FOR CROWN PILLAR IN CUT AND FILL UNDERGROUND GOLD MINE UNDER PROTECTED FOREST AREA, INDONESIA
カリアン,トリ
九州大学, 2016
2016
Numerical Study on Effect of Longwall Mining on Stability of Main Roadway under Weak Ground Conditions in Indonesia
P Pongpanya, T Sasaoka, H Shimada, U Badsaikhan, J Oya, S Dwiki, ...
Journal of Geological Sciences (JGS) 3 (1), 15-23, 2016
2016
Study on Improvement of Dumping Site Stability in Weak Geological Condition by Using Compacted Layer
T Sasaoka, T Karian, T Amarsaikhan, A Hamanaka, H Shimada, K Matsui
Open Journal of Geology 5 (03), 144, 2015
2015
Surface Subsidence Analysis Due to Longwall Underground Coal Mining Method in PT. Gerbang Daya Mandiri, Tenggarong, East Kalimantan
T Karian, TMP Habeahan, B Sulistianto, S Kramadibrata
Kyushu University G-COE program" Novel Carbon Resource Sciences" secretariat …, 2013
2013
Simulasi Pengaruh Ketinggian Genangan Chemical solution Terhadap Kestabilan Heap leach
A Nabella, B Sulistianto, T Karian
Jurnal GEOSAPTA 10 (1), 9-15, 0
Prediction of Digging Force Using Artificial Neural Network
MAI Tantowi, NP Widodo, T Karian, Y Wicaksana
Sistem tidak dapat melakukan operasi ini. Coba lagi nanti.
Artikel 1–20