›› 2006, Vol. 27 ›› Issue (S1): 539-543.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Brazilian and axial tensile strengths of rocks and rock-like materials

YU Xian-bin1, WANG Qing-rong2, SONG Zhan-ping3, XIE Qiang4   

  1. 1. Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China; 2. Faculty of Communication Engineering, Kunming University of Science and Technology, Kunming 650093, China; 3. Faculty of Civil Engineering, Xi’an Sci-Tech University of Architecture, Xi’an 710055, China; 4. Faculty of Civil Engineering, Chongqing University, Chongqing 400045, China
  • Received:2006-05-25 Published:2006-12-15

Abstract: Brazilian and axial tension tests were carried out with 7 rock types and 2 groups of concrete samples, with a test apparatus of direct tension developed by the authors. The result shown that the strengths of Brazilian tests, SB, were greater than the strengths of direct tension, ST, for all rock (concrete) types tested, with the ratio of SB/ST varies among 1.06 and 1.97. The Coefficients of variation of the tested data from direct tension were generally greater than those from Brazilian tests. Corrections on strength values of Brazilian tests were performed following the research results of Sundaram et al. (1980) for the rock types having Young’s modulus in tension, ET, much smaller than the modulus in compression, EC. This makes the SB/ST ratio smaller and shown that the difference between ET and EC was one of the reasons of making SB greater than SC. However, it can also be concluded that, the difference between ET and EC was not the only reason of making SB/ST difference, since the SB/ST ratios for some of the tested rock types were the largest ones while their differences between ET and EC were smaller.

Key words: rock, direct tension, Brazilian test, strength

CLC Number: 

  • TU 45
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] ZHOU Hui, CHEN Jun, ZHANG Chuan-qing, ZHU Yong, LU Jing-jing, JIANG Yue, . Experimental study of the rockburst model material with low-strength and high-brittleness [J]. Rock and Soil Mechanics, 2019, 40(6): 2039-2049.
[2] KONG Xian-jing, NING Fan-wei, LIU Jing-mao, ZOU De-gao, ZHOU Chen-guang, . Influences of stress paths and saturation on particle breakage of rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(6): 2059-2065.
[3] TIAN Jun, LU Gao-ming, FENG Xia-ting, LI Yuan-hui, ZHANG Xi-wei. Experimental study of the microwave sensitivity of main rock-forming minerals [J]. Rock and Soil Mechanics, 2019, 40(6): 2066-2074.
[4] GONG Feng-qiang, WU Wu-xing, LI Tian-bin, SI Xue-feng, . Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock [J]. Rock and Soil Mechanics, 2019, 40(6): 2085-2098.
[5] CHU Zhao-fei, LIU Bao-guo, REN Da-rui, SONG Yu, MA Qiang, . Development of rheology similar material of soft rock and its application in model test [J]. Rock and Soil Mechanics, 2019, 40(6): 2172-2182.
[6] ZHAO Zhen-hua, ZHANG Xiao-jun, LI Xiao-cheng, . Experimental study of stress relaxation characteristics of hard rocks with pressure relief hole [J]. Rock and Soil Mechanics, 2019, 40(6): 2192-2199.
[7] JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A nonlinear creep model of rock based on the strain softening index [J]. Rock and Soil Mechanics, 2019, 40(6): 2239-2246.
[8] WU Guan-ye, ZHENG Hui-feng, XU Jian-rong. Model test study of stability and failure mechanism of three-dimensional complicated block system slope with deeply reinforcement [J]. Rock and Soil Mechanics, 2019, 40(6): 2369-2378.
[9] MA Chun-hui, YANG Jie, CHENG Lin, LI Ting, LI Ya-qi, . Adaptive inversion analysis of material parameters of rock-fill dam based on QGA-MMRVM [J]. Rock and Soil Mechanics, 2019, 40(6): 2397-2406.
[10] WANG Yun-jia, SONG Er-xiang. Discrete element analysis of the particle shape effect on packing density and strength of rockfills [J]. Rock and Soil Mechanics, 2019, 40(6): 2416-2426.
[11] WANG Peng-fei, TAN Wen-hui, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan, . Relationship between strength parameter and water content of fault gouge with different degrees of consolidation [J]. Rock and Soil Mechanics, 2019, 40(5): 1657-1662.
[12] SU Guo-shao, YAN Si-zhou, YAN Zhao-fu, ZHAI Shao-bin, YAN Liu-bin, . Evolution characteristics of acoustic emission in rockburst process under true-triaxial loading conditions [J]. Rock and Soil Mechanics, 2019, 40(5): 1673-1682.
[13] LI Shu-zhao, WANG Zhong-chang, JIA Xu, HE Lin-lin, . Simplified calculation method for cyclic bearing capacity of suction anchors with taut mooring in soft clay [J]. Rock and Soil Mechanics, 2019, 40(5): 1704-1712.
[14] ZHOU Xiao-wen, CHENG Li, ZHOU Mi, WANG Qi, . Behavior of ball penetration in clay in centrifuge testing [J]. Rock and Soil Mechanics, 2019, 40(5): 1713-1720.
[15] WANG Jie, SONG Wei-dong, TAN Yu-ye, FU Jian-xin, CAO Shuai, . Damage constitutive model and strength criterion of horizontal stratified cemented backfill [J]. Rock and Soil Mechanics, 2019, 40(5): 1731-1739.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao,TANG Hui-ming,LIU Yu. A new model for landslide displacement prediction based on set pair analysis and fuzzy-Markov chain[J]. , 2009, 30(11): 3399 -3405 .
[2] HU Da-wei, ZHOU Hui, XIE Shou-yi, ZHANG Kai, SHAO Jian-fu, FENG. Study of Biot’s coefficients of marble during plastic deformation phase[J]. , 2009, 30(12): 3727 -3732 .
[3] SHI Xu-chao,HAN Yang. Water absorption test of soft clay after rebound under unloading[J]. , 2010, 31(3): 732 -736 .
[4] WEI Gang,GUO Zhi-we,WEI Xin-jiang,CHEN Wei-jun. Analysis of coupled seepage and stress of shield tunnel launching accident in soft clay[J]. , 2010, 31(S1): 383 -387 .
[5] ZHU Jian-ming,PENG Xin-po,YAO Yang-ping,XU Jin-hai. Application of SMP failure criterion to computing limit strength of coal pillars[J]. , 2010, 31(9): 2987 -2990 .
[6] YUAN Xi-zhong, LI Ning , ZHAO Xiu-yun, YANG Yin-tao. Analysis of sensitivity of frozen ground bearing capacity to climate change in Northeast China permafrost regions[J]. , 2010, 31(10): 3265 -3272 .
[7] TANG Li-min. Regularization algorithm of foundation settlement prediction model[J]. , 2010, 31(12): 3945 -3948 .
[8] LI Zhan-hai,ZHU Wan-cheng,FENG Xia-ting,LI Shao-jun,ZHOU Hui,CHEN Bing-rui. Effect of lateral pressure coefficients on damage and failure process of horseshoe-shaped tunnel[J]. , 2010, 31(S2): 434 -441 .
[9] HOU Gong-yu,NIU Xiao-song. Perfect elastoplastic solution of axisymmetric circular openings in rock mass based on Levy-Mises constitutive relation and D-P yield criterion[J]. , 2009, 30(6): 1555 -1562 .
[10] CAI Hui-teng, WEI Fu-quan, CAI Zong-wen. Study of silty clay dynamic characteristics in Chongqing downtown area[J]. , 2009, 30(S2): 224 -228 .