Experimental study of characteristics of compression and pulverization for cemented tailings blocks
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Experimental study of characteristics of compression and pulverization for cemented tailings blocks
Vol. 32, Issue 12, (2011)
作者机构:
中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉,430071
作者简介:
基金信息:
DOI:
CLC:TU411
Online First:13 December 2011,
Published:2011
稿件说明:
移动端阅览
TIAN Yang-hui, LI Xiao-chun, WEI Ning. Experimental study of characteristics of compression and pulverization for cemented tailings blocks[J]. 2011, 32(12).
DOI:
TIAN Yang-hui, LI Xiao-chun, WEI Ning. Experimental study of characteristics of compression and pulverization for cemented tailings blocks[J]. 2011, 32(12).DOI:
Experimental study of characteristics of compression and pulverization for cemented tailings blocks
It formed a subsidence area and expanded the offset in surface because of underground mining. The mine waste reservoir was limited to storage much more tailings and expropriation was restricted by limited land. In order to solve these two problems
it was intended to backfill the disease area with semi-dry cemented blocks about the actualities in Jinshandian Iron Mine. When the overlying and surrounding strata collapse again
the filling block will be broken and pulverized easily
and which would induce debris flow in mined-out area. Therefore
there need to study the tailings' pulverization rate when the surface collapses again and the possibility of inducing debris flow. Accordingly
the cemented tailings blocks with strength of 1 MPa and 3 MPa were compressed level-to-level respectively. The mixture with the cemented tailings blocks with strength of 6 MPa was compressed level-to-level too. While it was compressed
the vertical stress and strain were recorded. When the cemented blocks were crushed and pulverized in some load level
some samples were taken to do screening test and study the curve of broken blocks’ particle size distribution. According to the results of experiments as follows
when the collapse appeared in mined-out area and the cemented blocks may be compressed
the failure fillings’ pulverulent ratio was 8%-15%. The failure fillings’ pulverulent ratio can be reduced by filling the mixture which contains cemented blocks and waste rocks when surrounding rocks collapse. Combined the results of debris flow test
the possibility of debris flow was little; even if it has
it can also ensure the normal production in underground mining area
Prediction method for gradation-related mechanical behaviors of rockfill materials
Experimental study on drainage performance of reinforced improved soft rock residual soil under rainfall conditions
Engineering vulnerability assessment for bridges and tunnels harmed by debris flow hazards
Experiment study of fractal feature and relationship between fractal dimension and permeability coefficient of gravelly soil in debris flow source area
Debris flow susceptibility analysis based on theories of minimum entropy and uncertainty measurement
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