›› 2017, Vol. 38 ›› Issue (S2): 229-235.doi: 10.16285/j.rsm.2017.S2.032

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Orthogonal experimental study of similar materials properties of different densities, sand-binder ratios and residual moisture contents

WANG Peng1, SHU Cai1, SHI Feng1, HU Guo-zhong2, WANG Hong-tu1   

  1. 1. State Key Laboratory of Coal Mine Disaster dynamic and Control, Chongqing University, Chongqing 400044, China; 2. School of Mines Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China
  • Received:2017-05-02 Online:2017-11-23 Published:2018-06-05
  • Supported by:

    This work was supported by the Projects of State Key Laboratory of Coal Mine Disaster Dynamics and Control Chongqing University (DA201404), the National Natural Science Foundation of China (51104155), and the Research Projects of Nantong Mining Ltd.(2014-01).

Abstract: In physical similarity simulation experiments, the similarity between the physico-mechanical properties of similar materials and the physical properties of simulated prototypes is the key to the success of physical similar simulations. In order to determine the physico-mechanical properties of physical similar materials, three factors and four levels of orthogonal experiments are used; and the influence of three factors, such as sand binder ratio, density and residual moisture content, on the uniaxial compressive strength, elastic modulus and Poisson's ratio of similar materials are studied by using the similar materials composed of sand and gypsum. The results show that the factors affecting the degree of uniaxial compressive strength from big to small in turn for the sand binder ratio, density, residual moisture content; and the uniaxial compressive strength increases with the increase of density but decreases with the sand ratio and residual water content increases. The factors affecting the degree of elastic modulus from big to small in turn for the sand binder ratio, density, residual moisture content; and the elastic modulus increases with the increase of the density, decreases with the increase of the sand binder ratio. The factors affecting the Poisson's ratio from big to small in turn for the residual water content, density, sand binder ratio; and the Poisson's ratio increases with the increase of density and residual water content, but not to the sand binder ratio. The density, sand binder ratio and residual moisture content have a certain interaction with the uniaxial compressive strength; but they do not exist on the elastic modulus; and the density, sand binder ratio have a certain interaction with the Poisson's ratio of similar materials. The regression equation of the ratio of sand to shell, density and residual water content on uniaxial compressive strength, elastic modulus and Poisson's ratio is obtained; and it is of great significance for the design of similar materials.

Key words: similar material, physico-mechanical properties, orthogonal experiment, sensitivity, interaction

CLC Number: 

  • TU 443

[1] XU Gang, ZHANG Chun-hui, YU Yong-jiang, . Experiments of overburden breaking and compression frame of fully mechanized caving face and the prediction model [J]. Rock and Soil Mechanics, 2020, 41(S1): 106-114.
[2] TAN Yun-zhi, HU Yan, CAO Ling, DENG Yong-feng, MING Hua-jun, SHEN Ke-jun, . Mechanism of metakaolin and lime modification of water sensitivity for compacted laterite [J]. Rock and Soil Mechanics, 2020, 41(7): 2207-2214.
[3] ZHANG Xiao-ling, ZHU Dong-zhi, XU Cheng-shun, DU Xiu-li, . Research on p-y curves of soil-pile interaction in saturated sand foundation in weakened state [J]. Rock and Soil Mechanics, 2020, 41(7): 2252-2260.
[4] ZHANG Lei, HAI Wei-shen, GAN Hao, CAO Wei-ping, WANG Tie-hang, . Study on bearing behavior of flexible single pile subject to horizontal and uplift combined load [J]. Rock and Soil Mechanics, 2020, 41(7): 2261-2270.
[5] LIU Xin-yu, ZHANG Xian-wei, YUE Hao-zhen, KONG Ling-wei, XU Chao, . SHPB tests on dynamic impact behavior of granite residual soil [J]. Rock and Soil Mechanics, 2020, 41(6): 2001-2008.
[6] NING Yi-bing, TANG Hui-ming, ZHANG Bo-cheng, SHEN Pei-wu, ZHANG Guang-cheng, XIA Ding, . Investigation of the rock similar material proportion based on orthogonal design and its application in base friction physical model tests [J]. Rock and Soil Mechanics, 2020, 41(6): 2009-2020.
[7] GAO Jun, DANG Fa-ning, MA Zong-yuan. Reduction measure research for reduction of high stress level of ultra-high asphalt concrete core [J]. Rock and Soil Mechanics, 2020, 41(5): 1730-1739.
[8] PAN Dan-guang, CHENG Ye, CHEN Qing-jun. Shaking table test of the effect of underground shopping mall structure on ground motion [J]. Rock and Soil Mechanics, 2020, 41(4): 1134-1145.
[9] LI Min, MENG De-jiao, YAO Xin-yu, . Optimization of requirement for two kinds of ash solidified materials used in oil contaminated saline soil considering temperature sensitivity [J]. Rock and Soil Mechanics, 2020, 41(4): 1203-1210.
[10] SHEN Xiang, YUAN Da-jun. Influence of shield pitch angle variation on shield-soil interaction [J]. Rock and Soil Mechanics, 2020, 41(4): 1366-1376.
[11] HOU Xiao-ping, CHEN Sheng-hong. Simulation of variably-saturated flow in fractured porous media using composite element method [J]. Rock and Soil Mechanics, 2020, 41(4): 1437-1446.
[12] ZHANG Heng-yuan, QIAN De-ling, SHEN Chao, DAI Qi-quan. Experimental investigation on dynamic response of pile group foundation on liquefiable ground subjected to horizontal and vertical earthquake excitations [J]. Rock and Soil Mechanics, 2020, 41(3): 905-914.
[13] WANG Guo-hui, CHEN Wen-hua, NIE Qing-ke, CHEN Jun-hong, FAN Hui-hong, ZHANG Chuan, . Impacts of pit excavation on foundation piles in deep silty soil by centrifugal model tests [J]. Rock and Soil Mechanics, 2020, 41(2): 399-407.
[14] WENG Yong-hong, ZHANG Lian, XU Tang-jin, HUANG Shu-ling, DING Xiu-li, . Safety evaluation on interaction of new plug structure and surrounding rock mass under high water head [J]. Rock and Soil Mechanics, 2020, 41(1): 242-252.
[15] XU Jiang, WU Jun-yu, LIU Yi-xin, LIE Jiao, . Experimental study of shear-seepage coupling properties of rock mass under different filling degrees [J]. Rock and Soil Mechanics, 2019, 40(9): 3416-3424.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!