New progress and development of engineering blasting in China

Applications and results of blasting techniques in some major construction projects in China since 2004 are reviewed. In the construction of water conservancy and hydropower projects and ports, there are a number of different cofferdams blasting demolition projects, weir structures and geological co...

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Main Authors: Wang XG, Liu DS, Zhou JH, Wang, X.G.
Format: Other/Unknown Material
Language:English
Published: 2010
Subjects:
Online Access:http://dspace.imech.ac.cn/handle/311007/60350
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spelling ftchinacadsimech:oai:dspace.imech.ac.cn:311007/60350 2023-05-15T17:58:16+02:00 New progress and development of engineering blasting in China Wang XG Liu DS Zhou JH Wang, X.G. 2010 http://dspace.imech.ac.cn/handle/311007/60350 英语 eng Rock Fragmentation by Blasting - Proceedings of the 9th International Symposium on Rock Fragmentation by Blasting, FRAGBLAST 9 Wang XG,Liu DS,Zhou JH. New progress and development of engineering blasting in China[C]. 见:9th International Symposium on Rock Fragmentation by Blasting, FRAGBLAST 9. Granada, Spain. September 13, 2009 - September 17, 2009 http://dspace.imech.ac.cn/handle/311007/60350 cn.org.cspace.api.content.CopyrightPolicy@19001d0 Adjacent Structures Blasting Parameters Collapsed Structures Demolition Projects Dust Pollution Explosion Temperature Fenghuo Shan Tunnel Geological Conditions High Quality High Temperature Hydropower Projects Major Construction Project Overexcavation Power Station Production Techniques Qinghai Tibet Railway Rock Excavation Smooth Blasting Soil Environment Underground Plants Underground Powerhouse Water Conservancy Weir Structure 会议论文 2010 ftchinacadsimech 2022-12-19T18:23:10Z Applications and results of blasting techniques in some major construction projects in China since 2004 are reviewed. In the construction of water conservancy and hydropower projects and ports, there are a number of different cofferdams blasting demolition projects, weir structures and geological conditions, requiring reasonably designed blasting parameters to meet the different needs of the projects and watering conditions as well as to ensure the safety of adjacent structures. With the application of the concept of precise blasting techniques and strict management, smooth blasting and presplitting blasting techniques have been adopted in the excavation of a large hydropower dam and the underground powerhouse to obtain a high quality remaining wall with an effective control of blasting damage. After rationally digging, the over excavation was within 10 cm in the underground plant of Xiangjiaba power station. There is 0∼8 cm in flatness and only 0.7∼0.9 m in depth of the high wall rock resulting from blasting and unloading of rock excavation. Fenghuoshan tunnel in Qinghai-Tibet Railway is the world's highest plateau permafrost tunnel with a track altitude of 4905 m above sea level. In order to reduce the high temperature caused by the blasts, charging with salt stuffing has been adopted, with minimum explosion temperature in order to effectively reducing the impact of blasting in frozen soil environment. In the blasting demolition of city buildings, the fogging material known as an "active bubble" has been used to completely cover the collapsed structures, capture dust and reduce dust pollution. Blasting products and production techniques in China are also briefly introduced. © 2010 Taylor & Francis Group. Other/Unknown Material permafrost IMECH-IR (Institute of Mechanics, Chinese Academy of Sciences) Weir ENVELOPE(177.167,177.167,-84.983,-84.983)
institution Open Polar
collection IMECH-IR (Institute of Mechanics, Chinese Academy of Sciences)
op_collection_id ftchinacadsimech
language English
topic Adjacent Structures
Blasting Parameters
Collapsed Structures
Demolition Projects
Dust Pollution
Explosion Temperature
Fenghuo Shan Tunnel
Geological Conditions
High Quality
High Temperature
Hydropower Projects
Major Construction Project
Overexcavation
Power Station
Production Techniques
Qinghai Tibet Railway
Rock Excavation
Smooth Blasting
Soil Environment
Underground Plants
Underground Powerhouse
Water Conservancy
Weir Structure
spellingShingle Adjacent Structures
Blasting Parameters
Collapsed Structures
Demolition Projects
Dust Pollution
Explosion Temperature
Fenghuo Shan Tunnel
Geological Conditions
High Quality
High Temperature
Hydropower Projects
Major Construction Project
Overexcavation
Power Station
Production Techniques
Qinghai Tibet Railway
Rock Excavation
Smooth Blasting
Soil Environment
Underground Plants
Underground Powerhouse
Water Conservancy
Weir Structure
Wang XG
Liu DS
Zhou JH
Wang, X.G.
New progress and development of engineering blasting in China
topic_facet Adjacent Structures
Blasting Parameters
Collapsed Structures
Demolition Projects
Dust Pollution
Explosion Temperature
Fenghuo Shan Tunnel
Geological Conditions
High Quality
High Temperature
Hydropower Projects
Major Construction Project
Overexcavation
Power Station
Production Techniques
Qinghai Tibet Railway
Rock Excavation
Smooth Blasting
Soil Environment
Underground Plants
Underground Powerhouse
Water Conservancy
Weir Structure
description Applications and results of blasting techniques in some major construction projects in China since 2004 are reviewed. In the construction of water conservancy and hydropower projects and ports, there are a number of different cofferdams blasting demolition projects, weir structures and geological conditions, requiring reasonably designed blasting parameters to meet the different needs of the projects and watering conditions as well as to ensure the safety of adjacent structures. With the application of the concept of precise blasting techniques and strict management, smooth blasting and presplitting blasting techniques have been adopted in the excavation of a large hydropower dam and the underground powerhouse to obtain a high quality remaining wall with an effective control of blasting damage. After rationally digging, the over excavation was within 10 cm in the underground plant of Xiangjiaba power station. There is 0∼8 cm in flatness and only 0.7∼0.9 m in depth of the high wall rock resulting from blasting and unloading of rock excavation. Fenghuoshan tunnel in Qinghai-Tibet Railway is the world's highest plateau permafrost tunnel with a track altitude of 4905 m above sea level. In order to reduce the high temperature caused by the blasts, charging with salt stuffing has been adopted, with minimum explosion temperature in order to effectively reducing the impact of blasting in frozen soil environment. In the blasting demolition of city buildings, the fogging material known as an "active bubble" has been used to completely cover the collapsed structures, capture dust and reduce dust pollution. Blasting products and production techniques in China are also briefly introduced. © 2010 Taylor & Francis Group.
format Other/Unknown Material
author Wang XG
Liu DS
Zhou JH
Wang, X.G.
author_facet Wang XG
Liu DS
Zhou JH
Wang, X.G.
author_sort Wang XG
title New progress and development of engineering blasting in China
title_short New progress and development of engineering blasting in China
title_full New progress and development of engineering blasting in China
title_fullStr New progress and development of engineering blasting in China
title_full_unstemmed New progress and development of engineering blasting in China
title_sort new progress and development of engineering blasting in china
publishDate 2010
url http://dspace.imech.ac.cn/handle/311007/60350
long_lat ENVELOPE(177.167,177.167,-84.983,-84.983)
geographic Weir
geographic_facet Weir
genre permafrost
genre_facet permafrost
op_relation Rock Fragmentation by Blasting - Proceedings of the 9th International Symposium on Rock Fragmentation by Blasting, FRAGBLAST 9
Wang XG,Liu DS,Zhou JH. New progress and development of engineering blasting in China[C]. 见:9th International Symposium on Rock Fragmentation by Blasting, FRAGBLAST 9. Granada, Spain. September 13, 2009 - September 17, 2009
http://dspace.imech.ac.cn/handle/311007/60350
op_rights cn.org.cspace.api.content.CopyrightPolicy@19001d0
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