Volume 2, Issue 1, No.4 PDF DOWNLOAD
  • Title:
  • Numerical simulation and verification of the loose dumping limiting height
  • Author:

    Gao-min Liu1, You-liang zhang2, Deng-xue Liu2

  • Author Affiliation:

    1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China

    2. University of Chinese Academy of Sciences, Beijing, China

  • Received:Apr.28, 2023
  • Accepted:May.25, 2023
  • Published:Jun.6, 2023
Abstract
Common deformation and intensity control theory systems for determining the waste dump limiting height ignore the influence of topsoil basal thickness. The research of Yan Rong-gui et al indicates that the interaction mechanism between flat base site and loose dumping is crucial to determine the waste dump limiting height. But there is hardly any correlation analysis of the numerical simulation. Connecting with project examples, firstly using the theoretical formula to determine the limiting height-(61-97) m. When considering the topsoil basal thickness, the value can be raised to 280m safely. Then establish the numerical model of thin topsoil basement case and thick overburden basement case for finite element simulation and verification, the results show that the effect of dump load mainly acts on the bedrock with the thin topsoil basement mainly transferring the load. The thick overburden basement bears the weight of the dump in the second case, and certainly the dump limiting height determines by the deformation and intensity control theory systems. Based on the strength reduction finite element method, we get safety factor consistent with the limit equilibrium analysis. The results of numerical simulation analysis not only verify the interaction mechanism between flat base site and loose dumping but further improve the algorithm for determination of waste dump limiting height, what's more, provides more scientific basis for extended using of this kind of idea, method and formula for determining waste dump limiting height. From another point of view, it also provides meaningful reference for mine disaster prevention and mitigation. 
Keywords

Numerical analysis, the intensity control, the waste dump limiting height, critical thickness, super-high bench dumping-site, foundation loading.

References

[1] Qiu Yu, Xu Wen-bin, Zhou Yu-xin. Research status and expectation of the waste dump in metallurgical mine in China[J]. Metal Mine, 2016(9):15-22.(in Chinese)

[2] Yan Ronggui, Sun Debao. Thin topsoil basal effects on waste dump stability and engineering examples[J]. Hunan Nonferrous Metals, 1997, 13(2):1-6.(in Chinese)

[3] Cao Yang, Li Jian-hua, Yan Rong-gui et al. Practice and decision study of building super-high bench dumping-site[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(12):1858~1862.(in Chinese)

[4] Zhang Li-ting. Research summary of the tailing pond dam break[J]. Journal of Hydraulic Engineering, 2013, 44 (5):594-600.(in Chinese)

[5] He Yue-guang, Yan Rong-gui, Zeng Zhuo-qiao. Bearing capacity of dump substrate and limiting dump height[J]. The Chinese Journal of Nonferrous Metals,, 1999, 9(3):672-676.(in Chinese)

[6] Yan Rong-gui, He Yueguang, Liu Wenyu, et al. A study on the method for establishing the limiting height of a waste dump and an successful example[J]. MINING AND METALLURGICAL ENGINEERING, 1996, 16(2):7-10.(in Chinese)

[7] Hong Yukang. Soil Science and Soil Mechanics[M]. Beijing: People Communication Press, 1995:53~80 (in Chinese)

[8] Hancock G R, Willgoose G R. An experimental and computer simulation study of erosion on a mine tailings dam wall[J]. Earth Surface Processes and Landforms, 2004,29(4):457-475. DOI:10.1002/esp.1045

[9] Kan Sheng-lei, Sun Shi-guo, Li Xiao-fang et al. Numerical analysis of slope deformation and destroy law for huge soft hill base on hillside stack dump[J]. Non-ferrous Metals, 2010, 62(6):49-52.(in Chinese)

[10] Fei Kang, Zhang Jianwei. ABAQUS application in geotechnical engineering[M]. Beijing: China Water Conservancy and Hydropower Press, 2010:393~404.(in Chinese)

[11] S. Mularz, S. Rybickia,b. Subgrade and dump deformations caused by dumping of mine waste[J]. Engineering Geology , 1977,11(3):189-200. DOI:10.1016/0013-7952(77)90001-1

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