›› 2015, Vol. 36 ›› Issue (4): 923-927.doi: 10.16285/j.rsm.2015.04.002

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Effect of fines content on engineering characteristics of tailings

QIAO Lan1,QU Chun-lai1, 2,CUI Ming1   

  1. 1. School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China; 2. School of Water Resources and Hydropower, Hebei University of Engineering, Handan, Hebei 056021, China
  • Received:2013-11-19 Online:2015-04-11 Published:2018-06-13

Abstract: Long-term experience of practical applications and lab tests implies that the engineering characteristics of tailings is related to some factors such as mineral composition, damming layout, sedimentary characteristics of the ore pulp, and more closely to the particle size distribution of tailings. In order to analyze the upriver-type tailings variations of the particle composition and its influence on the tailings engineering properties after discharging, depositing, sorting, a series of tests is performed to determine the particle-size distribution, mechanical properties and permeability of tailings at different positions on depositional beach face, and the influence of the fine particles (particle diameter less than 0.075 mm) content on the engineering properties of tailing is analyzed. It is found that as the distance from the tailings beach crest increases, the composition of fine particle gradually increases, grain size distribution situation changes from normally to well-graded, then again normally-graded; void ratio initially decreases and then increases; the tailings cohesion grows gradually as the content of fine particles increases, whereas internal friction angle changes within a relatively small range; the permeability coefficient is significantly influenced by the fine particle content, and decreases rapidly with the increase of the content.

Key words: tailings, fine particle content, grain size gradation, mechanical properties, permeability coefficient

CLC Number: 

  • TU 411
[1] LI Hong-po, CHEN Zheng, FENG Jian-xue, MENG Yu-han, MEI Guo-xiong, . Study on position optimization of horizontal drainage sand blanket of double-layer foundation [J]. Rock and Soil Mechanics, 2020, 41(2): 437-444.
[2] ZHANG Shan-kai, LENG Xian-lun, SHENG Qian, . Study of water swelling and softening characteristics of expansive rock [J]. Rock and Soil Mechanics, 2020, 41(2): 561-570.
[3] LIU Bo, MA Yong-jun, SHENG Hai-long, CHANG Ya-ru, YU Jun-jie, JIA Shuai-long, . Experiments on mechanical properties of Cretaceous red sandstone after freeze-thaw process [J]. Rock and Soil Mechanics, 2019, 40(S1): 161-171.
[4] LIU Li, WU Yang, CHEN Li-hong, LIU Jian-kun, . Accuracy analysis of wetting front advancing method based on numerical simulation [J]. Rock and Soil Mechanics, 2019, 40(S1): 341-349.
[5] LEI Jiang, CHEN Wei-zhong, LI Fan-fan, YU Hong-dan, MA Yong-shang, XIE Hua-dong, WANG Fu-gang, . Mechanical properties of surrounding rock in diversion tunnel of water diversion project from Hongyan River to Shitou River [J]. Rock and Soil Mechanics, 2019, 40(9): 3435-3446.
[6] WANG Chong, HU Da-wei, REN Jin-ming, ZHOU Hui, LU Jing-jing, LIU Chuan-xin, . Influence of erosive environment on permeability and mechanical properties of underground structures [J]. Rock and Soil Mechanics, 2019, 40(9): 3457-3464.
[7] ZHANG Yu-guo, WAN Dong-yang, ZHENG Yan-lin, HAN Shuai, YANG Han-yue, DUAN Meng-meng. Analytical solution for consolidation of vertical drain under vacuum preloading considering the variation of radial permeability coefficient [J]. Rock and Soil Mechanics, 2019, 40(9): 3533-3541.
[8] HAN Gang, ZHOU Hui, CHEN Jian-lin, ZHANG Chuan-qing, GAO Yang, SONG Gui-hong, HONG Wang-bing, . Engineering geological properties of interlayer staggered zones at Baihetan hydropower station [J]. Rock and Soil Mechanics, 2019, 40(9): 3559-3568.
[9] HU Ming-jian, CUI Xiang, WANG Xin-zhi, LIU Hai-feng, DU Wei, . Experimental study of the effect of fine particles on permeability of the calcareous sand [J]. Rock and Soil Mechanics, 2019, 40(8): 2925-2930.
[10] LI Xian, WANG Shi-ji, HE Bing-hui, SHEN Tai-yu, . Permeability condition of soil suitable for MICP method [J]. Rock and Soil Mechanics, 2019, 40(8): 2956-2964.
[11] CHEN Min, ZHANG Tao, SHAN Hua-gang, WANG Xin-zhi, MENG Qing-shan, YU Ke-fu, . Study of the relationship between compression wave velocity and physical properties of calcareous sand [J]. Rock and Soil Mechanics, 2019, 40(6): 2275-2283.
[12] YU Liang-gui, ZHOU Jian, WEN Xiao-gui, XU Jie, LUO Ling-hui, . Standard exploration of permeability coefficient test for clay by HCA [J]. Rock and Soil Mechanics, 2019, 40(6): 2293-2302.
[13] TAO Gao-liang, WU Xiao-kang, GAN Shi-chao, XIAO Heng-lin, MA Qiang, LUO Chen-chen, . Experimental study and model prediction of permeability coefficient of unsaturated clay with different initial void ratios [J]. Rock and Soil Mechanics, 2019, 40(5): 1761-1770.
[14] CONG Yi, CONG Yu, ZHANG Li-ming, JIA Le-xin, WANG Zai-quan, . 3D particle flow simulation of loading-unloading failure process of marble [J]. Rock and Soil Mechanics, 2019, 40(3): 1179-1186.
[15] YU Jin, ZHANG Xin, CAI Yan-yan, LIU Shi-yu, TU Bing-xiong, FU Guo-feng, . Meso-damage and mechanical properties degradation of sandstone under combined effect of water chemical corrosion and freeze-thaw cycles [J]. Rock and Soil Mechanics, 2019, 40(2): 455-464.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] TAN Xian-jun, CHEN Wei-zhong, YANG Jian-ping, YANG Chun-he. Study of THM-damage coupling model of gas storage in salt rock with interlayer[J]. , 2009, 30(12): 3633 -3641 .
[2] TIAN Wei,DANG Fa-ning,DING Wei-hua,LIANG Xin-yu,CHEN Hou-qun. Development of a dynamic loading apparatus for CT experiment and its application[J]. , 2010, 31(1): 309 -313 .
[3] TAN Han-hua, FU He-lin. Testing study of application of time domain reflectometry to highway slope monitoring[J]. , 2010, 31(4): 1331 -1336 .
[4] YE Jun-neng. Dynamic response of track system-layered transversely isotropic saturated subgrade to train loads[J]. , 2010, 31(5): 1597 -1603 .
[5] WEN Shi-yi, LI Jing , SU Xia , YAO Xiong. Studies of mesomechanical structure characters of surrounding rock failure under complex stress state[J]. , 2010, 31(8): 2399 -2406 .
[6] ZHANG Zhi-qiang, HE Ben-guo, HE Chuan. Study of load of lining under condition of saturated stratum for underwater tunnels[J]. , 2010, 31(8): 2465 -2470 .
[7] YU Tian-tang. Extended finite element method for modeling three-dimensional crack problems[J]. , 2010, 31(10): 3280 -3285 .
[8] LI Wei-hua, ZHAO Cheng-gang, DU Nan-xin. Analysis of effects of saturated soft interlayer on seismic responses of metro station[J]. , 2010, 31(12): 3958 -3963 .
[9] HAN Xian-min. Study of construction technology and mechanical effect of Guanjiao tunnel in shallow-buried sandy stratum in Xining-Golmud 2nd line[J]. , 2010, 31(S2): 297 -302 .
[10] JIANG Zheng-wei, PENG Jian-bing, WANG Qi-yao. Adverse geological problems and countermeasure of Xi’an Metro Line 3[J]. , 2010, 31(S2): 317 -321 .