锚固节理岩体等效力学参数三维离散元模拟

节理岩体是工程边坡的重要研究对象，通过数值模拟（3DEC）的方法研究了加锚节理岩体的力学特性。以龙滩水电站左岸边坡的锚固设计为例，推导了边坡加锚节理岩体的等效力学参数，进行了岩石数值单轴压缩试验、直剪试验以及岩体结构面直剪试验，对数值试验的结果进行了误差分析和修正，确定出加锚节理岩体的等效力学参数为：岩石的变形模量、内摩擦角、内聚力不变，结构面的内摩擦角不变，内聚力由50kPa提高到122kPa。所得结论与采用物理试验的试验结果相符，验证了用数值模拟方法进行岩石力学试验的可行性和可靠性。

3DEC modeling of equivalent mechanical parameters in anchored jointed rock mass

Jointed rock mass is an important study object of engineering slope.The mechanical features of anchored jointed rock mass are studied by numerical modeling(3DEC).Taking the anchors of left bank slope of Longtan Hydropower Station in Guangxi Autonomous Region for example,the equivalent mechanical parameters of anchored jointed rock mass in the slope are deduced.Uniaxial compression test and direct shear test of rock as well as direct shear test of joint are performed by numerical modeling.The errors of results are analyzed and amended.The equivalent mechanical parameters of anchored jointed rock mass are determined that the deformation modulus,friction angle and cohesion of rock as well as friction angle of joint are the same as before while the cohesion of joint is enhanced from 50kPa to 122kPa.The final conclusions accord with the results of actual physics test.The feasibility and reliability that using numerical modeling to carry out these rock mechanics tests are verified.