岩石表面形态的各向异性及其摩擦特性研究
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摘要
岩体的力学性质取决于岩块的强度、岩块的表面形态和岩块的几何组合结构,通过对砂岩、泥岩破裂面及其互层接触的摩擦试验,分析了不同接触面的剪应力-位移变化规律,提取了摩擦试验中样品的表面形态参数,研究了砂岩、泥岩在摩擦前后破裂面表面形态的变化,分析了它们的粗糙度及其起伏特性在摩擦前后的变化规律,研究了岩石表面形态的各向异性和岩石摩擦强度的关系.结果表明:岩石破裂面的力学行为具有各向异性特征,而这种特征不但取决于破裂面的空间形貌,即破裂面形貌自身的各向异性,而且还和摩擦面相对移动的方向有关.
The mechanics properties of rock mass are decided by the strength,the surface form,and the geometric combination of rock blocks.The friction test between broken surfaces of sandstone and mudstone was performed,shear stress and displacements of different contact surfaces analyzed,and parameters of surface form extracted.In addition,the variation rule of roughness before and after the friction was also analyzed and the relationship between anisotropy and friction strength of the rock surface researched.The result shows that the mechanics behavior of the broken rock surface is characterized by its anisotropy,which is related not only to the surface form of the rock block but also to the direction of relative movement of the friction surfaces.
引文
[1]何满潮,景海河,孙晓明.软岩工程力学[M].北京:科学出版社,2002.
    [2]何满潮,袁和生.中国煤矿锚杆支护理论与实践[M].北京:科学出版社,2004.
    [3]谢和平.岩石节理的分形描述[J].岩土工程学报,1995(1):18-24.XIE He-ping.Fractal description of rock joints[J].Chinese Journal of Geotechnical Engineering,1995(1):18-24.
    [4]谢和平.分形-岩石力学导论[M].北京:科学出版社,1998.
    [5]夏才初,孙宗颀.工程岩体节理力学[M].上海:同济大学出版社,2000.
    [6]何昌荣.两种摩擦本构关系的对比研究[J].地震地质,1999(6):137-146.HE Chang-rong.Comparing two types of rate andstate dependent friction laws[J].Seismology and Ge-ology,1999(6):137-146.
    [7]翟英达,康立勋.砂岩破断面力学参数及摩擦特性研究[J].太原理工大学学报,2003(2):241-243.ZHAI Ying-da,KANG Li-xun.Study on the me-chanics parameters and friction law of sandstone dam-age plane[J].Journal of Taiyuan University of Tech-nology,2003(2):241-243.
    [8]耶格J C,库克N G W.岩石力学基础[M].中国科学院工程力学研究所,译.北京:科学出版社,1983.
    [9]周宏伟.岩体节理表面形貌的各向异性与尺度效应[D].北京:中国矿业大学力学与建筑工程学院,2000.

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