Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (6): 2009-2020.doi: 10.16285/j.rsm.2019.1552

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Investigation of the rock similar material proportion based on orthogonal design and its application in base friction physical model tests

NING Yi-bing1, TANG Hui-ming1, 2, ZHANG Bo-cheng1, SHEN Pei-wu1, ZHANG Guang-cheng1, XIA Ding1   

  1. 1. Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan, Hubei 430074, China; 2. Three Gorges Research Center for Geo-hazard of Ministry of Education, China University of Geosciences (Wuhan), Wuhan, Hubei 430074, China
  • Received:2019-09-09 Revised:2019-12-10 Online:2020-06-11 Published:2020-08-02
  • Contact: 唐辉明,男,1962年生,博士,教授,博士生导师,主要从事工程地质与岩土工程教学科研工作。E-mail: tanghm@cug.edu.cn E-mail:yeebingning@cug.edu.cn
  • Supported by:
    This work was supported by the National Key R&D Program of China(2017YFC1501305), the National Natural Science Foundation of China(41877263) and the Fundamental Research Funds for National University, China University of Geosciences(Wuhan).

Abstract: On the basis of iron barites sand cementation material, clay was added as the plasticizer and the weight ratio of clay to aggregates plus clay, the weight ratio of iron ore powder plus barite powder to aggregates, the weight ratio of iron ore powder to iron ore powder plus barite powder, and the weight ratio of gypsum to mixture were selected as four factors with five variable levels. Twenty five schemes of the material mixture ratio were designed using orthogonal design method, and related laboratory tests were conducted to obtain physical and mechanical parameters of similar materials such as density, compressive strength, tensile strength, elastic modulus, Poisson’s ratio, internal friction angle and cohesion. Moreover, variations in concerned parameters were analyzed for different material mixture ratios. Based on the analysis above, similar materials of two different real rocks were prepared and two related base friction physical model tests were also carried out. The test results reveal that, 1) the physical and mechanical parameters of the similar materials fabricated according to the similarity ratio proposed in this study vary considerably, which can satisfy the requirement of different kinds of rocks; 2) the influence of each factor on the physical and mechanical parameters of similar material shows good regularity, which facilitates identifications of the optimum mixture ratios for different rock materials; 3) the physical and mechanical parameters of two different materials are consistent with those of the real rocks to a great extent; 4) these two different rock similar materials can be successfully applied in the base friction physical model tests.

Key words: similar material, orthogonal design method, proportion, base friction test, model test

CLC Number: 

  • TU 502
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