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Volume 33 Issue 12
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ZHANG Qiang-yong, YANG Wen-dong, CHEN Fang, LI Wen-gang, WANG Jian-hong. Long-term strength and microscopic failure mechanism of hard brittle rocks[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1910-1918.
Citation: ZHANG Qiang-yong, YANG Wen-dong, CHEN Fang, LI Wen-gang, WANG Jian-hong. Long-term strength and microscopic failure mechanism of hard brittle rocks[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1910-1918.
shu

Long-term strength and microscopic failure mechanism of hard brittle rocks

  • (1. Research Center of Geotechnical and Structural Engineering, Shandong University, Ji'nan 250061, China; 2. College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao 266555, China ； 3. Chengdu Hydroelectric Investigation & Design Institute, China Hydropower Engineering Consulting Group Corporation, Chengdu 610072, China)

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  • Published Date: December 14, 2011
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    • Abstract
  • The rheological property of rocks is an important factor affecting the stability of dam foundation. The rheological long-term strength is an important mechanical index for evaluating the long stability of dam foundation. The rheological long-term strength of diabase is analyzed by using the stress-strain isochronous curve method, unsteady creep discriminated method, rheological volume strain method and loading-unloading rheological residual strain method according to the triaxial rheological test results of diabase at the dam area of Dagangshan Hydropower Station. The results show that the four methods are all applicable to the long-term strength assessment of complete rock samples, but the results from the rheological volume strain method are more consistent with the actual situation for the jointed rock samples. The scanning electron microscope observation of rock failure samples shows that the long-term macro strength of diabase is mainly determined by the fastness degree of mosaic combination structure in mineral grain and cementation degree between different minerals.
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    • References (15)
  • [1]
    孙 钧 . 岩土材料流变及其工程应用 [M]. 北京 : 中国建筑工业出版社 , 1999. (SUN Jun. Rheological behavior of geomaterials and its engineering applications[M]. Beijing: China Architecture and Building Press, 1999. (in Chinese))
    [2]
    SANGHA C M, DHIR R K. Influence of time on the strength, deformation and fracture properties of a lower Devonian sandstone[J]. International Journal of Rock Mechanics and Mining Sciences, 1972, 9 (3): 343 – 352.
    [3]
    范广勤 . 岩土工程流变力学 [M]. 北京 : 煤炭工业出版社 , 1993. (FAN Guang-qin. Rheology mechanics of geotechnical engineering[M]. Beijing: China Coal Industry Publishing House, 1993. (in Chinese))
    [4]
    许宏发 . 软岩强度和弹模的时间效应研究 [J]. 岩石力学与工程学报 , 1997, 16 (3): 246 – 251. (XU Hong-fa. Time dependent behaviors of strength and elasticity modulus of weak rock[J]. Chinese Jounal of Rock Mechanics and Engineering , 1997, 16 (3): 246 – 251. (in Chinese))
    [5]
    刘 雄 . 岩石流变学概论 [M]. 北京 : 地质出版社 , 1994. (LIU Xiong. An introduction to rock rheology[M]. Beijing: Geological Publishing House, 1994. (in Chinese))
    [6]
    WINKEL B V, GERSITLE K H, KO H Y. Analysis of time-dependent deformations of openings in salt media[J]. International Journal of Rock Mechanics and Mining Sciences, 1972, 9 (2): 249 – 260.
    [7]
    PUSHKAREV V I, AFANAS’EV B G. A rapid method of determining the long-term strengths of weak rocks[J]. Soviet Mining Science, 1974, 9 (5): 558 – 560.
    [8]
    朱珍德 , 李志敬 , 朱明礼 , 等 . 岩体结构面剪切流变试验及模型参数反演分析 [J]. 岩土力学 , 2009, 30 (1): 99 – 104. (ZHU Zhen-de, LI Zhi-jing, ZHU Ming-li, et al. Shear rheological experiment on rock mass discontinuities and back analysis of model parameters[J]. Rock and Soil Mechanics, 2009, 30 (1): 99 – 104. (in Chinese))
    [9]
    黏克日 , 康文法 . 岩体中泥化夹层的流变试验及其长期强度的确定 [J]. 岩土力学 , 1983, 4 (1): 39 – 46. (LI Ke-ri, KANG Wen-fa. Creep testing of thin interbedded clayey seams in rock and determination of their longterm strength[J]. Rock and Soil Mechanics, 1983, 4 (1): 39 – 46. (in Chinese))
    [10]
    朱长歧 , 郭见杨 . 黏土流变特性的再认识及确定长期强度的新方法 [J]. 岩土力学 , 1990, 11 (2): 15 – 22. (ZHU Chang-qi, GUO Jian-yang. The farther study for the rheological behavior of clay soil and the new determination method of long-term strength[J]. Rock and Soil Mechanics, 1990, 11 (2): 15 – 22. (in Chinese))
    [11]
    杨晓杰 , 彭 涛 , 李桂刚 , 等 . 云冈石窟立柱岩体长期强度研究 [J]. 岩石力学与工程学报 , 2009, 28 ( 增刊 2): 3402 – 3408. (YANG Xiao-jie, PENG Tao, LI Gui-gang, et al. Study on long term strength of pillar rockmass at Yungang grottoes[J]. Chinese Jounal of Rock Mechanics and Engineering , 2009, 28 (S2): 3402 – 3408. (in Chinese))
    [12]
    崔希海 , 付志亮 . 岩石流变特性及长期强度的试验研究 [J]. 岩石力学与工程学报 , 2006, 25 (5): 1021 – 1024. (CUI Xi-hai, FU Zhi-liang. Experimental study on rheology properties and long-term strength of rocks[J]. Chinese Jounal of Rock Mechanics and Engineering , 2006, 25 (5): 1021 – 1024. (in Chinese))
    [13]
    蔡美峰 , 何满潮 , 刘东燕 . 岩石力学与工程 [M]. 北京 : 科学出版社 , 2005. (CAI Mei-feng, HE Man-chao, LIU Dong-yan. Rock mechanics and engineering[M]. Beijing: Science Press, 2005. (in Chinese))
    [14]
    蒋昱州 . 高拱坝拱肩槽岩石流变力学特性试验研究及其长期稳定性分析 [D]. 南京 : 河海大学 , 2009. (JIANG Yu-zhou. Experimental study on rheological mechanical properties of dam abutment rock and it’s long-term stability analysis [D]. Nanjing: Hohai University, 2009. (in Chinese))
    [15]
    王芝银 , 李云鹏 . 岩体流变理论及其数值模拟 [M]. 北京 : 科学出版社 , 2008. (WANG Zhi-yin, LI Yun-peng. Theory of rock rheology and numerical simulation[M]. Beijing: Science Press, 2008. (in Chinese))
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