Minimum Void Ratio Model Established from Tailings and Determination of Optimal Void Ratio

被引:3
|
作者
Li, Shibo [1 ,2 ]
Liang, Hao [1 ]
Li, Hao [1 ]
Ma, Jianquan [1 ,2 ,3 ]
Li, Bin [1 ,3 ]
机构
[1] Xian Univ Sci & Technol, Coll Geol & Environm, Xian 710054, Peoples R China
[2] Shaanxi Prov Key Lab Geol Support Coal Green Expl, Xian 710054, Peoples R China
[3] Qinghai Geol Survey Inst, Lab Northern Qinghai Tibet Plateau Geol Proc & Mi, Xining 810012, Peoples R China
基金
中国国家自然科学基金;
关键词
PACKING MODEL; FINES; MAXIMUM; SAND; IMPOUNDMENT; STABILITY; STRENGTH; BEHAVIOR; DENSITY; STRESS;
D O I
10.1155/2021/8619121
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Minimum void ratio of tailings and its value change with fine content and are key design parameters for tailing consolidation and seepage stability. Based on the distribution of tailing grains with the sedimentary beach, we establish a minimum void ratio model for tailing grain in binary size, which requires only two parameters (epsilon and omega). Calibrations of the model using 168 groups of tests (22 kinds of grain size ratios with 7-9 kinds of fine contents) show two parameters that are fitting for power function, and the exponent values increase with the dominant grain size expanded. Besides, the exponent values are related to the equivalent grain size ratio, dominant grain size, and shape characteristics. The minimum void ratios with fine content are predicted under the derived model. Good agreement was obtained between the predictions and measurements, and the average discrepancies are less than 10%. And optimal void ratio and optimal fine content can be predicted, and the values are in good agreement with the experimental ones. Furthermore, based on the predicted optimal void ratio, the exponential relationship between the optimal void ratio and the equivalent grain size ratio may have no influence on the derived dominant grain size and shape characteristics. For tailings, further work is needed to verify if the derived exponential relationship between the optimal void ratio and the equivalent grain size ratio is valid.
引用
收藏
页数:15
相关论文
共 50 条
  • [21] Compaction Characteristics and Minimum Void Ratio Prediction Model for Gap-Graded Soil-Rock Mixture
    Wang, Tao
    Liu, Sihong
    Feng, Yan
    Yu, Jidu
    APPLIED SCIENCES-BASEL, 2018, 8 (12):
  • [22] Void ratio-permeability relations for clays
    Li, Chunguang
    QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY, 2020, 53 (02) : 298 - 303
  • [23] Barodesy with a new concept for critical void ratio
    Kolymbas, Dimitrios
    GEOTECHNIK, 2021, 44 (03) : 166 - 177
  • [24] VOID RATIO OF NONCOHESIVE SOILS AND SIMILAR MATERIALS
    ABERG, B
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1992, 118 (09): : 1315 - 1334
  • [25] Physical model for void ratio inmineral aggregates of porous asphalt concrete
    Li J.
    He Z.
    Guan Z.
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2022, 54 (03): : 139 - 147
  • [26] Model for predicting evolution of microstructural void ratio in compacted clayey soils
    Yin P.
    Vanapalli S.K.
    Canadian Geotechnical Journal, 2022, 59 (09) : 1602 - 1621
  • [27] Stress-strain model for clays with anisotropic void ratio distribution
    Masad, E
    Muhunthan, B
    Chameau, JL
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1998, 22 (05) : 393 - 416
  • [28] A unified elastoplastic model of sand dependent on stress level and void ratio
    Yao, YP
    Matsuoka, H
    Sun, DA
    PRE-FAILURE DEFORMATION CHARACTERISTICS OF GEOMATERIALS, VOL 1, 1999, : 589 - 596
  • [29] Model for predicting evolution of microstructural void ratio in compacted clayey soils
    Yin, Penghai
    Vanapalli, Sai K.
    CANADIAN GEOTECHNICAL JOURNAL, 2022,
  • [30] Void ratio in shear band of dense granular soils - (Does the critical void ratio exist in dense assemblies of granular soils?)
    Oda, M
    Tatsuoka, F
    Yoshida, T
    DEFORMATION AND PROGRESSIVE FAILURE IN GEOMECHANICS - IS-NAGOYA'97, 1997, : 157 - 162