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
[1] LAI Zhi-qiang, BAI Sheng-yuan, CHEN Lin, ZOU Wei-lie, XU Shu-ling, ZHAO Lian-jun, . Experimental study of dewatering characteristics of ring-type tube stockyard sludge storage [J]. Rock and Soil Mechanics, 2025, 46(9): 2805-2815.
[2] HUANG Da-wei, LU Wen-jian, LUO Wen-jun, YU Jue, . An experimental study on the influence of synchronous grouting during shield tunnel construction on vertical displacement and surrounding earth pressure in sandy soil [J]. Rock and Soil Mechanics, 2025, 46(9): 2837-2846.
[3] SONG Wei-tao, ZHANG Pei, DU Xiu-li, LIN Qing-tao, . Influence of soil property on ground response during construction of shallow shield tunnel [J]. Rock and Soil Mechanics, 2025, 46(7): 2179-2188.
[4] YANG Bai, QIN Chao, ZHANG Yin-hai, WANG Wei, XIAO Shi-guo, . Model tests on bearing characteristics of pile with high rock-socketed ratio above an underlying karst cave [J]. Rock and Soil Mechanics, 2025, 46(6): 1839-1850.
[5] SHI Zhan, ZHANG Tie-jun, LI Mei-xiang, TAO Si-ji, BO Yin, LI Yun-bo, . Model test of horizontal freezing reinforcement in mud tank of slurry balanced shield [J]. Rock and Soil Mechanics, 2025, 46(5): 1534-1544.
[6] CHAI Hong-tao, WEN Song-lin, . Centrifugal model test on characteristics of pile foundation bearing capacity failure envelope curve under combined loading [J]. Rock and Soil Mechanics, 2025, 46(5): 1556-1562.
[7] REN Yi-qing, CHEN Bao-guo, REN Guo-qing, YANG Zhen-zhong, XU Fang. Stress characteristics of high-fill box culvert with soft layers placed on the top and sidewall during construction [J]. Rock and Soil Mechanics, 2025, 46(4): 1153-1162.
[8] PEI Yuan-yuan, LONG Jian-hui, GUO Shi-yi, AN Cheng-ji, WENG Hang-yu, ZHANG Ji-ning, . Model test study on stress-strain characteristics of angled reinforced soil retaining wall under different loads [J]. Rock and Soil Mechanics, 2025, 46(2): 539-550.
[9] WANG Bing, HU Xiao-bo, KONG Nan-nan. Experimental study on vacuum combined with electro-osmosis for reinforcing ultrafine particle dredged soil [J]. Rock and Soil Mechanics, 2025, 46(11): 3523-3533.
[10] LIU Wen-jing, DENG Hui, ZHOU Xin. Dynamic response of high steep rock slope with a double-layer ductile shear zone under earthquake action [J]. Rock and Soil Mechanics, 2025, 46(11): 3534-3548.
[11] CHEN Huai-lin, YANG Tao, RAO Yun-kang, ZHANG Zhe, WU Hong-gang, XIE Jiang-wei, TENG Han-qing. Calculation method of sliding surface stress based on segmented sliding surface stress measurement system [J]. Rock and Soil Mechanics, 2025, 46(11): 3562-3573.
[12] SUN Min-yang, WANG Zhong-jin, XIE Xin-yu, ZHANG Ri-hong, LOU Yang, ZHU Da-yong, . Model test on thermal-mechanical characteristics of energy pile groups in saturated clay [J]. Rock and Soil Mechanics, 2024, 45(S1): 382-390.
[13] LEI Hua-yang, YANG Yang, XU Ying-gang, . Experimental study on stratum disturbance of shield construction under different tunnel depth conditions [J]. Rock and Soil Mechanics, 2024, 45(S1): 1-12.
[14] LIU Zhi-chun, MA Bo, HU Zhi-nan, ZHANG Zhen-bo, DU Kong-ze, . Experimental study on distribution pattern of active earth pressure of foundation pit adjacent to an underground structure [J]. Rock and Soil Mechanics, 2024, 45(S1): 33-41.
[15] WU Jiu-jiang, XIAO Lin, WANG Li-juan, ZHANG Yi, . Deformation characteristics and failure modes of nodular diaphragm walls based on particle image velocimetry technology [J]. Rock and Soil Mechanics, 2024, 45(9): 2707-2718.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!