THE TRIAXIAL LOADING AND UNLOADING MECHANICAL PROPERTIES OF JOINTED ROCK MASSES WITH DIFFERENT JOINT CONNECTIVITIES
WANG Lehua1，BAI Junlei2，3，SUN Xushu1，LI Jianlin1，TANG Kaiyu4，DENG Huafeng1
(1. Key Laboratory of Geological Hazards on Three Gorges Reservoir Area，Ministry of Education，China Three Gorges University，Yichang，Hubei 443002，China；2. PowerChina Xibei Engineering Corporation Limited，Xi?an，Shaanxi 710065，China；3. High Slope and Geological Hazard Research Treatment Division of China Hydropower Technology Research and Development Center，Xi?an，Shaanxi 710065，China；4. China Three Gorges Corporation，Chengdu，Sichuan 610000，China)
Abstract：Triaxial loading and unloading tests were carried out on prefabricated cylindrical rock samples with non- interpenetrated joints at three different joint connectivities. The stress-strain curves，the failure mechanism and the strength characteristics of the specimens during loading and unloading under the three test conditions were compared. The relationships between the characteristics of deformation and strength and the joint connectivity were also analyzed. The results show：(1) The rock samples with non-interpenetrated joints exhibit anisotropic mechanical properties during loading or unloading conditions. An increase in joint connectivity leads to an increase in the degree of anisotropy；(2) The unloading process produces more cracks and hence greater extent of damage in the specimen；(3) The joint connectivity has significant influence on the deformation behaviour of the specimens at the unloading stage. The deformation modulus decreases gradually as the joint connectivity increases；(4) For different joint orientations，the decrease in deformation modulus of rocks with non-penetrated joints at the unloading stage has a linear relationship with the joint connectivity；(5) As the joint connectivity increases，the peak strength of the specimen at the loading stage decreases and，at the unloading stage，its cohesion and internal friction angle also decrease.
王乐华1，柏俊磊2，3，孙旭曙1，李建林1，汤开宇4，邓华锋1. 不同连通率节理岩体三轴加卸荷力学特性试验研究[J]. 岩石力学与工程学报, 2015, 34(12): 2500-2508.
WANG Lehua1，BAI Junlei2，3，SUN Xushu1，LI Jianlin1，TANG Kaiyu4，DENG Huafeng1. THE TRIAXIAL LOADING AND UNLOADING MECHANICAL PROPERTIES OF JOINTED ROCK MASSES WITH DIFFERENT JOINT CONNECTIVITIES. , 2015, 34(12): 2500-2508.
刘运思，傅鹤林，饶军应，等. 不同层理方位影响下板岩各向异性巴西圆盘劈裂试验研究[J]. 岩石力学与工程学报，2012，31(4)：785-791.(LIU Yunsi，FU Helin，RAO Junying，et al. Research on Brazilian disc splitting tests for anisotropy of slate under influence of different bedding orientations[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(4)：785-791.(in Chinese))
[12]
哈秋舲. 各向异性卸荷非线性岩体力学与岩体工程锚固[C]// 锚固与注浆面向新世纪国际会议论文集. 广州：广州大学出版社，1999：33-50.(HA Qiulin. Anisotropic nonlinear unloading rock mechanics and rock engineering anchorage[C]// Proceedings of the International Conference for the New Century，Anchoring and Grouting. Guangzhou：Guangzhou University Press，1999：33-50.(in Chinese))
<body>Your browse does not support frame!</body>
2015, Vol. 34 
