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Soft Rock Roadway Mesh Shell Lining Experimental Study of the Mechanical Properties
Abstract:
Similar model experiment under confining pressure, research latticed shell lining the mechanical properties and the carrying capacity of new support for the underground engineering - network shell support, according to the model experiments and theoretical. Test results prove that the the latticed shell supporting structure has good mechanical properties and a high level of support is a reliable form of support. Can make up for the deficiencies of the existing soft rock roadway structure, calculated to provide a reliable basis for mesh shell lining theoretical analysis.
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774-777
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Online since:
March 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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