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Stability analysis and determination of rock pillar between two adjacent caverns in different regions of Asmari formation in Iran
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作者 Abdollahipour Abolfazl Ghannadshirazi Hossein 《International Journal of Mining Science and Technology》 SCIE EI 2014年第5期593-596,共4页
Large underground caverns are commonly used in variety of applications. In many cases, because of the geomechanical limitations of dimensions and requirement of high volume, several parallel caverns are used. Plastic ... Large underground caverns are commonly used in variety of applications. In many cases, because of the geomechanical limitations of dimensions and requirement of high volume, several parallel caverns are used. Plastic zone integration requires a larger rock pillar distance of theses adjacent caverns while eco- nomic and access reasons require smaller distance. In lran many underground projects are located in West and South West, Asmari formation covers a large part of these regions. The stability of underground spaces that are constructed or will be constructed in this formation has been investigated. A proper cross section based on plastic analysis and a stability criterion has been proposed for each region. Finally, in each case, allowable rock pillar between adjacent caverns with similar dimension was determined with two methods (numerical analysis and fire service law). Results show that Fire Service Law uses a very con- servative safety factor and it was proposed to use a correction factor for allowable distance based on application of underground space. 展开更多
关键词 Stability analysis Storage cavern Numerical analysis Rock pillar Asmari formation
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