›› 2013, Vol. 34 ›› Issue (8): 2243-2248.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Regularities for liquid saturated seepage in uranium ore heap for heap leaching

YE Yong-jun, DING De-xin, LI Guang-yue, SONG Jian-bing, LI Feng   

  1. Key Discipline Laboratory for National Defense for Biotechnology in Uranium Mining and Hydrometallurgy, University of South China, Hengyang, Hunan 421001, China
  • Received:2012-08-12 Online:2013-08-12 Published:2013-08-13

Abstract: For heap leaching of uranium ore, the seepage of the leaching solution in the uranium ore heap has significant effect on the leaching behavior. Therefore, it is important to study the permeability characteristics of the uranium ore heap. In the present work, ten groups of samples with different particle size distribution fractal dimensions were prepared using the fragmented uranium ore for heap leaching taken from a uranium mine in South China; experiments were conducted to obtain the permeability and the flow state index of each sample using the self manufactured apparatus for liquid saturated seepage experiment; analyses were made for the effect of the particle size distribution fractal dimension on permeability of the samples; and support vector machine (SVM) was used to establish the SVM models for predicting the permeability and the flow state index, respectively. The results show that, under laboratory conditions, the liquid saturated seepage in the uranium ore heap for heap leaching follows non-Darcy exponential law with flow state index ranging from 1.1 to 1.5; the permeability decreases gradually with the increase of the particle size distribution fractal dimension; and the SVM models for predicting the permeability and the flow state index can give the predicted results with relative errors of less than 8% and 7%, respectively; so as to satisfy the requirements for engineering application.

Key words: heap leaching, uranium ore heap, liquid saturated seepage, support vector machine (SVM), fractal dimension

CLC Number: 

  • TD 326
[1] SUN Hong, SONG Chun-yu, TENG Mu-wei, GE Xiu-run. Pore evolution characteristics of soft clay under loading [J]. Rock and Soil Mechanics, 2020, 41(1): 141-146.
[2] ZHAO Guo-yan, LI Zhen-yang, WU Hao, WANG En-jie, LIU Lei-lei. Dynamic failure characteristics of sandstone with non-penetrating cracks [J]. Rock and Soil Mechanics, 2019, 40(S1): 73-81.
[3] ZHANG Xiao-yan, CAI Yan-yan, ZHOU Hao-ran, YANG Yang, LI Yu-long, . Shear behaviors and fractal dimensions of carol sand at large shear strains [J]. Rock and Soil Mechanics, 2019, 40(2): 610-615.
[4] XIAO Xiao-chun, FAN Yu-feng, WU Di, DING Xin, WANG Lei, ZHAO Bao-you, . Energy dissipation feature and rock burst risk assessment in coal-rock combinations [J]. Rock and Soil Mechanics, 2019, 40(11): 4203-4212.
[5] ZENG Yin, LIU Jian-feng, ZHOU Zhi-wei, WU Chi, LI Zhi-cheng, . Creep acoustic emission and damage evolution of salt rock under uniaxial compression [J]. Rock and Soil Mechanics, 2019, 40(1): 207-215.
[6] XIANG Gao, LIU Jian-feng, LI Tian-yi, XU-YANG Meng-di, DENG Chao-fu, WU Chi,. Study of fractal and damage characteristic in the deformation and failure process of salt rack based on acoustic emission [J]. , 2018, 39(8): 2905-2912.
[7] MA Qin-yong, GAO Chang-hui,. Energy absorption and fractal characteristics of basalt fiber-reinforced cement- soil under impact loads [J]. , 2018, 39(11): 3921-3928.
[8] CHEN Yi, ZHANG Hu-yuan, YANG Long, . Analogy study on evolution of microstructure of earthen monument during natural weathering process [J]. , 2018, 39(11): 4117-4124.
[9] YANG Peng, HUA Xin-zhu, LIU Qin-jie, YANG Ming, CHENG Shi-xing, WU Biao,. Experimental study of dynamic evolution characteristic of floor fractal dimension of gob-side entry retaining with large section in deep mine [J]. , 2017, 38(S1): 351-358.
[10] WANG Zhi-gang, GUO Xiao-fei. Study of roof fissures of mining induced roadway in Shuanghe Coal Mine based on fractal theory [J]. , 2017, 38(8): 2377-2384.
[11] XIANG Guo-sheng, XU Yong-fu, CHEN Tao, JIANG Hao,. Fractal model for swelling deformation of bentonite in salt solution [J]. , 2017, 38(1): 75-80.
[12] YAO Shao-feng, ZHANG Zhen-nan, GE Xiu-run, QIU Yi-ping, XU Jin-ming,. Correlation between fracture energy and geometrical characteristic of mesostructure of marble [J]. , 2016, 37(8): 2341-2346.
[13] YU Bang-yong,CHEN Zhan-qing,WU Jiang-yu,LI Qiang,DING Qi-le,. Experimental study of compaction and fractal properties of grain size distribution of saturated crushed mudstone with different gradations [J]. , 2016, 37(7): 1887-1894.
[14] WU Ying,MA Gang,ZHOU Wei,YANG Li-fu. Optimization of gradation of rockfill materials based on the fractal theory [J]. , 2016, 37(7): 1977-1985.
[15] ZHAO Na, ZUO Yong-zhen, WANG Zhan-bin, YU Sheng-guan. Grading scale method for coarse-grained soils based on fractal theory [J]. , 2016, 37(12): 3513-3519.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] NI Xiao-hui,ZHU Zhen-de,ZHAO Jie,LI Dao-wei,FENG Xia-ting. Meso-damage mechanical digitalization test of complete process of rock failure[J]. , 2009, 30(11): 3283 -3290 .
[2] LIU Xiao,TANG Hui-ming,LIU Yu. A new model for landslide displacement prediction based on set pair analysis and fuzzy-Markov chain[J]. , 2009, 30(11): 3399 -3405 .
[3] SHI Lu,LI Xiao-chun,REN Wei,FANG Zhi-ming. Hybrid of ant colony algorithm and genetic algorithm and its application to searching critical slope slip surface[J]. , 2009, 30(11): 3486 -3492 .
[4] LIU Hong-yan,WANG Gui-he. Simulation of impact failure of jointed rock mass by numerical manifold method[J]. , 2009, 30(11): 3523 -3527 .
[5] MAO Chang-xi, DUAN Xiang-bao, WU Liang-ji. Study of critical gradient of piping for various grain sizes in sandy gravels[J]. , 2009, 30(12): 3705 -3709 .
[6] HU Da-wei, ZHOU Hui, XIE Shou-yi, ZHANG Kai, SHAO Jian-fu, FENG. Study of Biot’s coefficients of marble during plastic deformation phase[J]. , 2009, 30(12): 3727 -3732 .
[7] ZHANG Fu-hai,WANG Bao-tian,LIU Han-long. Research on deformation disciplines of compacted expansive soils[J]. , 2010, 31(1): 206 -210 .
[8] HUO Ming,CHEN Jian-bing,ZHU Dong-peng,ZHANG Jin-zhao. Study of early warning on roadbed diseases of Qinghai-Tibet highway in permafrost regions[J]. , 2010, 31(1): 331 -336 .
[9] LI Xun-chang, MEN Yu-ming, HE Guang-yu. Test research on strata resistance of pile side of anchor anti-slide pile[J]. , 2009, 30(9): 2655 -2659 .
[10] ZHANG Chun-hui, YU Yong-jiang, ZHAO Quan-sheng. Seepage-stress elastoplastic coupling model of heterogeneous coal and numerical simulation[J]. , 2009, 30(9): 2837 -2842 .