METHOD OF SIMULATING ROCK MASS STABILITY IN LABORATORY CONDITIONS USING EQUIVALENT MATERIALS

被引:1
|
作者
Stupnik, M. [1 ]
Kalinichenko, V. [1 ]
Pysmennyi, S. [1 ]
Fedko, M. [1 ]
Kalinichenko, O. [1 ]
机构
[1] Kryvyi Rih Natl Univ, Dept Underground Min Mineral Deposits, 11 Matusevycha St,2-219, UA-50027 Kryvyi Rih, Ukraine
来源
MINING OF MINERAL DEPOSITS | 2016年 / 10卷 / 03期
关键词
stress; equivalent material; similarity; model; scale;
D O I
10.15407/mining10.03.046
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
Purpose. To determine the qualitative composition of the equivalent material of a laboratory model representing Kryvyi Rih iron-ore basin ground, as well as to develop a method to determine its quantitative composition for the study of the rock mass stability in the laboratory conditions with the geometric scale of similarity 1: 200. Methods. Laboratory studies on models with geometric scale of similarity 1: 200 allowed to establish the dependence of the initial stress changes on the percentage of the components comprising the equivalent material. Findings. As a result, the study found that it is expedient in laboratory conditions to replace the full-size model by the sand and paraffin-based equivalent material consisting of granite chips, cast iron, silica sand, mica and paraffin wax. It was established that the quantitative composition of the equivalent material mixture simulating rocks of Kryvyi Rih iron-ore basin consists of cast iron and granite chips (34%) and silica sand, mica and paraffin (66%). Originality. For the first time, the empirical dependence of initial stress occurring in the equivalent material on the percentage of paraffin and iron has been set. Initial stress in the equivalent material depend directly on the amount of cast iron in the mixture and vary according to the polynomial dependence, and the amount of paraffin in the mixture varies according to the quadratic dependence. Practical implications. The obtained results of laboratory tests can be used with sufficient accuracy for physical modeling of processes occurring in rocks during underground mining, and the resulting values of modeling can be used in the design of stopes to be developed.
引用
收藏
页码:46 / 51
页数:6
相关论文
共 48 条
  • [1] Simulating Strength Parameters and Size Effect of Stochastic Jointed Rock Mass using DEM Method
    Ma, Chong
    Yao, Wenmin
    Yao, Yuan
    Li, Jun
    KSCE JOURNAL OF CIVIL ENGINEERING, 2018, 22 (12) : 4872 - 4881
  • [2] Multi-domain equivalent method for prediction of elastic modulus of complex fractured rock mass
    Jiao, Feng-yu
    Wang, Hui-dong
    Li, Tuo
    Chen, Yun
    Ma, Guo-wei
    JOURNAL OF MOUNTAIN SCIENCE, 2023, 20 (03) : 859 - 872
  • [3] An improved smoothed particle hydrodynamics method for simulating crack propagation and coalescence in brittle fracture of rock materials
    Mu, Dianrui
    Wen, Aihua
    Zhu, Deqi
    Tang, Aiping
    Nie, Zhong
    Wang, Zhongyue
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2022, 119
  • [4] Simulating Flow through Fractures in a Rock Mass Using Analog Material
    Singh, Kunal Kumar
    Singh, D. N.
    Ranjith, P. G.
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2014, 14 (01) : 8 - 19
  • [5] The Evaluation Method of Rock Mass Stability Based on Natural Frequency
    Xie, Mowen
    Liu, Weinan
    Du, Yan
    Li, Qingbo
    Wang, Hongfei
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [6] Prediction of UCS and BTS under freeze-thaw conditions in the NW himalayan rock mass using petrographic analysis and laboratory testing
    Jaiswal, Amit
    Sabri, Md Shayan
    Verma, Amit Kumar
    Sardana, Sahil
    Singh, T. N.
    QUATERNARY SCIENCE ADVANCES, 2024, 15
  • [7] Block-flexure toppling failure of rock slopes using an equivalent deformation compatibility method
    Zheng, Yun
    Wang, Runqing
    Chen, Congxin
    Zhang, Wei
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2025, 17 (02) : 845 - 858
  • [8] A modified smoothed particle hydrodynamics method considering residual stress for simulating failure and its application in layered rock mass
    Xia, Chengzhi
    Shi, Zhenming
    Kou, Huanjia
    JOURNAL OF MOUNTAIN SCIENCE, 2024, 21 (06) : 2091 - 2112
  • [9] An Improved Method for Estimating the Strength of Jointed Rock Mass Using Drilling Technology
    Zhang, Yong
    Li, Peng
    Liu, Fengyin
    GEOFLUIDS, 2022, 2022
  • [10] Tree stability under wind: simulating uprooting with root breakage using a finite element method
    Yang, Ming
    Defossez, Pauline
    Danjon, Frederic
    Fourcaud, Thierry
    ANNALS OF BOTANY, 2014, 114 (04) : 695 - 709