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The Selection and Application of Filling Material Based on Long-Term Strength of Backfill Body
Abstract:
High stress makes backfill body present the rheological properties in deep mine. This paper first uses RRTS-ⅢA to carry on creep test of specimen in different proportion, according to ε-t curves under different load levels to determine the specimen’s long-term strength, based on the exponential relationship of rock block and rock body, the long-term compressive strength is derived, combining with concrete parameters of working face, mixture ratios of filling material which meet long-term stability are selected, while analyzing the support resistance of backfill body. The results show that this design can effectively avoid the rheological instability of backfill body.
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3156-3160
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Online since:
May 2011
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© 2011 Trans Tech Publications Ltd. All Rights Reserved
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