Optimisation of binder alternative for cemented paste fill in underground metal mines

2019 ◽  
Vol 12 (15) ◽  
Author(s):  
Prashant Singh ◽  
Chandra Nath Ghosh ◽  
Santosh Kumar Behera ◽  
Kanhaiya Mishra ◽  
Dhirendra Kumar ◽  
...  
Keyword(s):  
2021 ◽  
Vol 11 (11) ◽  
pp. 5208
Author(s):  
Jianpo Liu ◽  
Hongxu Shi ◽  
Ren Wang ◽  
Yingtao Si ◽  
Dengcheng Wei ◽  
...  

The spatial and temporal distribution of tunnel failure is very complex due to geologic heterogeneity and variability in both mining processes and tunnel arrangement in deep metal mines. In this paper, the quantitative risk assessment for deep tunnel failure was performed using a normal cloud model at the Ashele copper mine, China. This was completed by considering the evaluation indexes of geological condition, mining process, and microseismic data. A weighted distribution of evaluation indexes was determined by implementation of an entropy weight method to reveal the primary parameters controlling tunnel failure. Additionally, the damage levels of the tunnel were quantitatively assigned by computing the degree of membership that different damage levels had, based on the expectation normalization method. The methods of maximum membership principle, comprehensive evaluation value, and fuzzy entropy were considered to determine the tunnel damage levels and risk of occurrence. The application of this method at the Ashele copper mine demonstrates that it meets the requirement of risk assessment for deep tunnel failure and can provide a basis for large-scale regional tunnel failure control in deep metal mines.


1976 ◽  
Vol 10 (2) ◽  
pp. 130-135 ◽  
Author(s):  
Alan V. Bell
Keyword(s):  

2011 ◽  
Vol 184 (7) ◽  
pp. 4139-4149 ◽  
Author(s):  
Nam-Soo Kim ◽  
Joon Sakong ◽  
Jae-Wook Choi ◽  
Young-Seoub Hong ◽  
Jai-Dong Moon ◽  
...  

2015 ◽  
Vol 2015 ◽  
pp. 1-8 ◽  
Author(s):  
Sung-Wook Yun ◽  
Chan Yu

Decades of mining in South Korea have resulted in the contamination of large amounts of soil by metals. The most feasible approach to site restoration requires the use of a stabilization agent to reduce metal mobility. This study examined the leaching characteristics of limestone used as a stabilization agent when subjected to solutions of differing pH. In a laboratory-scale column test, solutions with pH values of 3.5, 4.6, and 5.6, representing acidic to nonacidic rainfall, were applied to soil mixed with limestone. Test results indicate that metal components can be released with the addition of acidic solutions, even if the soil is highly alkaline. Cd and Zn, in particular, exhibited abrupt or continuous leaching when exposed to acid solutions, indicating the potential for contamination of water systems as metal-laden soils are exposed to the slightly acidic rainfall typical of South Korea. Treatment using stabilization agents such as limestone may reduce leaching of metals from the contaminated soil. Stabilizing metal-contaminated farmland is an economical and feasible way to reduce pollutants around abandoned metal mines.


2016 ◽  
Vol 63 ◽  
pp. 03018
Author(s):  
Xian Feng Cheng ◽  
Jun Xu ◽  
Wu Fu Qi ◽  
Qian Rui Huang ◽  
Yi Zheng ◽  
...  

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