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PT. XYZ is conducting a coal mining in Pit Ata of Batulicin Mine in South Kalimantan. Current highwall height is 80 m and PT. XYZ has a plan to mine the coal until reaching a highwall of 120 m high.<P> <br /> <br /> <br /> This research consisted of site investigation, labor...

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Main Author: YAPIANTO (NIM 12103004); Pembimbing : Dr. Ir. Ridho Kresna Wattimena, MT., PETER
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/20391
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:20391
spelling id-itb.:203912017-09-27T10:39:02Z#TITLE_ALTERNATIVE# YAPIANTO (NIM 12103004); Pembimbing : Dr. Ir. Ridho Kresna Wattimena, MT., PETER Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/20391 PT. XYZ is conducting a coal mining in Pit Ata of Batulicin Mine in South Kalimantan. Current highwall height is 80 m and PT. XYZ has a plan to mine the coal until reaching a highwall of 120 m high.<P> <br /> <br /> <br /> This research consisted of site investigation, laboratory analyses, and slope stability calculation using Slide 3.0 Program. In addition, determination of critical acceleration for the highwall was also conducted.<P> <br /> <br /> <br /> The research recommends the application of 20 m high and 70O slope of individual bench, whereas geometry and critical acceleration for the highwall will depend on the location of the highwall. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description PT. XYZ is conducting a coal mining in Pit Ata of Batulicin Mine in South Kalimantan. Current highwall height is 80 m and PT. XYZ has a plan to mine the coal until reaching a highwall of 120 m high.<P> <br /> <br /> <br /> This research consisted of site investigation, laboratory analyses, and slope stability calculation using Slide 3.0 Program. In addition, determination of critical acceleration for the highwall was also conducted.<P> <br /> <br /> <br /> The research recommends the application of 20 m high and 70O slope of individual bench, whereas geometry and critical acceleration for the highwall will depend on the location of the highwall.
format Final Project
author YAPIANTO (NIM 12103004); Pembimbing : Dr. Ir. Ridho Kresna Wattimena, MT., PETER
spellingShingle YAPIANTO (NIM 12103004); Pembimbing : Dr. Ir. Ridho Kresna Wattimena, MT., PETER
#TITLE_ALTERNATIVE#
author_facet YAPIANTO (NIM 12103004); Pembimbing : Dr. Ir. Ridho Kresna Wattimena, MT., PETER
author_sort YAPIANTO (NIM 12103004); Pembimbing : Dr. Ir. Ridho Kresna Wattimena, MT., PETER
title #TITLE_ALTERNATIVE#
title_short #TITLE_ALTERNATIVE#
title_full #TITLE_ALTERNATIVE#
title_fullStr #TITLE_ALTERNATIVE#
title_full_unstemmed #TITLE_ALTERNATIVE#
title_sort #title_alternative#
url https://digilib.itb.ac.id/gdl/view/20391
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