Local ground parameters of blasting vibration models for different geological structures at Mae Moh lignite mine, Thailand
This study was carried out at Mae Moh lignite mine, Lampang Province, Thailand. Vibration data were recorded in different directions: SE-pit to Huai King Village, SE-pit to Hang Hung Village, SE-pit to PR building and C-pit to SE-pit. More than hundred data points were collected and used for the f...
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doaj-fa25cb1fc49e4ca081a020fb1308d99b2020-11-25T01:45:12ZengPrince of Songkla UniversitySongklanakarin Journal of Science and Technology (SJST)0125-33952014-02-013618995Local ground parameters of blasting vibration models for different geological structures at Mae Moh lignite mine, ThailandVishnu Rachpech0Pitsanu Bunnaul1Pongsiri Julapong2Thanunyada Walthongthanawut3Department of Mining and Materials Engineering, Faculty of Engineering, Prince of Songkla University, Hat Yai, Songkhla, 90112 Thailand.Department of Mining and Materials Engineering, Faculty of Engineering, Prince of Songkla University, Hat Yai, Songkhla, 90112 Thailand.Department of Mining and Materials Engineering, Faculty of Engineering, Prince of Songkla University, Hat Yai, Songkhla, 90112 Thailand.Department of Mining and Materials Engineering, Faculty of Engineering, Prince of Songkla University, Hat Yai, Songkhla, 90112 Thailand.This study was carried out at Mae Moh lignite mine, Lampang Province, Thailand. Vibration data were recorded in different directions: SE-pit to Huai King Village, SE-pit to Hang Hung Village, SE-pit to PR building and C-pit to SE-pit. More than hundred data points were collected and used for the formulation of ground parameters equations according to scale distance model for each direction. It was observed that geological structures might affect the propagation of the vibration wave. The formulated equations according to scale distance model are different for different geological structures. Three different structures of ground involved in this study were overburden (shale and claystone), lignite seam and combination of overburden and lignite seam. Formulated equations for vibration model in these media were given and discussed.http://rdo.psu.ac.th/sjstweb/journal/36-1/36-1-12.pdflocal ground parametersgeological structureblasting vibrationscaled distanceMae Moh |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Vishnu Rachpech Pitsanu Bunnaul Pongsiri Julapong Thanunyada Walthongthanawut |
spellingShingle |
Vishnu Rachpech Pitsanu Bunnaul Pongsiri Julapong Thanunyada Walthongthanawut Local ground parameters of blasting vibration models for different geological structures at Mae Moh lignite mine, Thailand Songklanakarin Journal of Science and Technology (SJST) local ground parameters geological structure blasting vibration scaled distance Mae Moh |
author_facet |
Vishnu Rachpech Pitsanu Bunnaul Pongsiri Julapong Thanunyada Walthongthanawut |
author_sort |
Vishnu Rachpech |
title |
Local ground parameters of blasting vibration models for different geological structures at Mae Moh lignite mine, Thailand |
title_short |
Local ground parameters of blasting vibration models for different geological structures at Mae Moh lignite mine, Thailand |
title_full |
Local ground parameters of blasting vibration models for different geological structures at Mae Moh lignite mine, Thailand |
title_fullStr |
Local ground parameters of blasting vibration models for different geological structures at Mae Moh lignite mine, Thailand |
title_full_unstemmed |
Local ground parameters of blasting vibration models for different geological structures at Mae Moh lignite mine, Thailand |
title_sort |
local ground parameters of blasting vibration models for different geological structures at mae moh lignite mine, thailand |
publisher |
Prince of Songkla University |
series |
Songklanakarin Journal of Science and Technology (SJST) |
issn |
0125-3395 |
publishDate |
2014-02-01 |
description |
This study was carried out at Mae Moh lignite mine, Lampang Province, Thailand. Vibration data were recorded in
different directions: SE-pit to Huai King Village, SE-pit to Hang Hung Village, SE-pit to PR building and C-pit to SE-pit. More
than hundred data points were collected and used for the formulation of ground parameters equations according to scale
distance model for each direction. It was observed that geological structures might affect the propagation of the vibration
wave. The formulated equations according to scale distance model are different for different geological structures. Three
different structures of ground involved in this study were overburden (shale and claystone), lignite seam and combination
of overburden and lignite seam. Formulated equations for vibration model in these media were given and discussed. |
topic |
local ground parameters geological structure blasting vibration scaled distance Mae Moh |
url |
http://rdo.psu.ac.th/sjstweb/journal/36-1/36-1-12.pdf |
work_keys_str_mv |
AT vishnurachpech localgroundparametersofblastingvibrationmodelsfordifferentgeologicalstructuresatmaemohligniteminethailand AT pitsanubunnaul localgroundparametersofblastingvibrationmodelsfordifferentgeologicalstructuresatmaemohligniteminethailand AT pongsirijulapong localgroundparametersofblastingvibrationmodelsfordifferentgeologicalstructuresatmaemohligniteminethailand AT thanunyadawalthongthanawut localgroundparametersofblastingvibrationmodelsfordifferentgeologicalstructuresatmaemohligniteminethailand |
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1725024412294447104 |