›› 2011, Vol. 32 ›› Issue (7): 1991-1995.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Quantitative test study of meso-damage of rock under cyclic load

NI Xiao-hui1, 2,ZHU Zhen-de2,LI Xiao-juan1, 2,LI Zhi-jing2,ZHU Ming-li2   

  1. 1. Department of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, China; 2. Geotechnical Research Institute, Hohai University, Nanjing 210098, China
  • Received:2010-01-05 Online:2011-07-10 Published:2011-06-30

Abstract: The failure damage of granite under cyclic load are caused by the propagation and coalescent of cracks at mesoscale; so it is helpful to understand the mechanical behaviours of rock by quantitatively investigating the meso-damage of granite. A great deal of mesostructural images of Changjiang granite in Hainan Province have been obtained by means of scanning electron microscopy(SEM). The mesostructural images of marble are processed by regional growing theory based on image processing technique. The meso-damage information of granite microcracks are obtained from SEM images. Then, the mesostructural information of microcracks is analyzed by statistical theory and the distribution regularities of microcrack parameters are proposed. Quantitative analyses of meso-damage characteristics under cyclic load are made from minerals and microcracks. It is shown that most of transgranular cracks are mainly concentrated within the feldspars and microcracks are initiated as boundary and intragranular cracks around micas. And the major meso-damage of fatigue damage is intragranular cracks. The energy of the development of transgranular cracks and intragranular cracks account for most of the micro-crack initiation energy consumption

Key words: cyclic load, quantification, mineral crystal, microcrack

CLC Number: 

  • TU 458
[1] MA Wei-jia, CHEN Guo-xing, WU Qi, . Experimental study on liquefaction resistance of coral sand under complex loading conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 535-542.
[2] LI Xiao-xuan, LI Tao, PENG Li-yun, . Elastoplastic two-surface model for unsaturated cohesive soils under cyclic loading with controlled matric suction [J]. Rock and Soil Mechanics, 2020, 41(2): 552-560.
[3] TANG Xiao-wu, LIU Jiang-nan, YANG Xiao-qiu, YU Yue. Theoretical study of dynamic pore water pressure dissipation characteristics of open-hole pipe pile [J]. Rock and Soil Mechanics, 2019, 40(9): 3335-3343.
[4] WANG Chen-lin, ZHANG Xiao-dong, DU Zhi-gang, . Experimental study of the permeability of coal specimen with pre-existing fissure under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(6): 2140-2153.
[5] XIA Tang-dai, ZHENG Qing-qing, CHEN Xiu-liang, . Predicting excess pore water pressure under cyclic loading with regular intervals based on cumulative dynamic deviator stress level [J]. Rock and Soil Mechanics, 2019, 40(4): 1483-1490.
[6] ZHANG Xun, HUANG Mao-song, HU Zhi-ping, . Model tests on cumulative deformation characteristics of a single pile subjected to lateral cyclic loading in sand [J]. Rock and Soil Mechanics, 2019, 40(3): 933-941.
[7] DONG Jian-xun, LIU Hai-xiao, LI Zhou. A bounding surface plasticity model of sand for cyclic loading analysis [J]. Rock and Soil Mechanics, 2019, 40(2): 684-692.
[8] TAN Yun-zhi, HU Yan, DENG Yong-feng, CAO Ling, ZUO Qing-jun, MING Hua-jun, . Behavior and mechanism of laterite shrinkage inhibition with lime and meta-kaolin mixture [J]. Rock and Soil Mechanics, 2019, 40(11): 4213-4219.
[9] GAO Yuan, LIU Hai-xiao, LI Zhou. An explicit integration algorithm of the bounding-surface plasticity model for saturated sand under cyclic loading [J]. Rock and Soil Mechanics, 2019, 40(10): 3951-3958.
[10] YANG Xiao-bin, CHENG Hong-ming, LÜ Jia-qi, HOU Xin, NIE Chao-gang, . Energy consumption ratio evolution law of sandstones under triaxial cyclic loading [J]. Rock and Soil Mechanics, 2019, 40(10): 3751-3757.
[11] LIU Bin, XU Hong-fa, DONG Lu, , MA Yu-qing, , LI Ke-liang, . A nonlinear rheological model of rock salt based on DS-dashpot under cyclic loading [J]. Rock and Soil Mechanics, 2018, 39(S2): 107-114.
[12] ZENG Yan-jin, RONG Guan, PENG Jun, SHA Song, . Experimental study of crack propagation of marble after high temperature cycling [J]. , 2018, 39(S1): 220-226.
[13] SHI Gang, LIU Zhong-yu, LI Yong-hui. One-dimensional rheological consolidation of soft clay under cyclic loadings considering non-Darcy flow [J]. , 2018, 39(S1): 521-528.
[14] CHENG Xing-lei, WANG Jian-hua, WANG Zhe-xue,. Model experiment on cyclic instability process of suction anchors in soft clays [J]. , 2018, 39(9): 3285-3293.
[15] YANG Xiao-bin, HAN Xin-xing, LIU En-lai, ZHANG Zi-peng, WANG Xiao-yao, . Experimental study on the acoustic emission characteristics of non-uniform deformation evolution of granite under cyclic loading and unloading test [J]. , 2018, 39(8): 2732-2739.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HUANG Jian-hua,SONG Er-xiang. Research on mechanical properties of frozen curtain in large anchorage foundation pit engineering[J]. , 2009, 30(11): 3372 -3378 .
[2] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[3] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[4] DENG Qin,GUO Ming-wei,LI Chun-guang,GE Xiu-run. Vector sum method for slope stability analysis based on boundary element method[J]. , 2010, 31(6): 1971 -1976 .
[5] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[6] YAN Tie, LI Wei, BI Xue-liang. Research on effective stress model in porous media based on fractal method[J]. , 2010, 31(8): 2625 -2629 .
[7] LIU Jia, WANG Dong. Tension resistance and suction of plate anchor foundation in normally consolidated clay[J]. , 2009, 30(3): 735 -740 .
[8] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[9] LIU Zhen-ping, HE Huai-jian, ZHU Fa-hua. Study of technology of fast 3D modeling and visualization based on borehole data[J]. , 2009, 30(S1): 260 -266 .
[10] WEI Hou-zhen, YAN Rong-tao, WEI Chang-fu, WU Er-lin, CHEN Pan, TIAN Hui-hui. Summary of researches for phase-equilibrium of natural gas hydrates in bearing sediments[J]. , 2011, 32(8): 2287 -2294 .