裂隙结构 meaning in Chinese
fissured structure
Examples
- Application of monte carlo method to simulating the fracture interconnectivioy of rock mass
方法在岩体裂隙结构面模拟中的应用 - When combined method is applied , damaged area develops from down stream to up - stream , besides , controlling effect of discontinuous joints is shown . at normal storage water level , the combined safety factors are 4 . 05 and 3 . 75 for 9b and 4b respectively
结果表明，超载法时，破坏区从上游向下游发展，且破坏前锋一直沿建基面附近；综合法时，破坏区从下游向上游发展，并表现出裂隙结构面参数的控制作用。 - The mostly content in this paper include the law of the influence upon the effective stress coefficient worked by the holes configuration which comprise the holes rate and the hole distributing , and the law of the influence upon the effective stress coefficient worked by the cracks configuration in rock which comprise the amount of cracks and the cracks distributing . by numerical value experiment , the variety laws of the effective stress coefficient worked by the cracks distributing , by the fractal dimension and the initial value have been work out . by referring to the formerly physical experiment datum and conclusion , the thesis has studied the influence upon the effective stress coefficient worked by the outside pressure and the liquid press inside rock and sum - up the variety law of the effective stress coefficient with the outside pressure and the liquid press
本文的主要内容包括：岩体孔隙裂隙结构对有效应力系数的影响规律，即：一是孔隙率大小及分布形态对有效应力系数的影响规律，二是裂隙的条数和分布形态对有效应力系数的影响规律，并得出了裂隙的分形参数，即：分形维数和裂隙初值的变化对有效应力系数的影响的相关规律，同时也搞清了裂隙分布形态对有效应力系数的影响规律；参照已有的物理试验结果，分别研究了岩石所受的围压和孔隙流体压力的变化对有效应力系数造成的影响，从细观的角度揭示了有效应力系数随二者的变化规律。