楔形裂隙水头分布研究

岩体是一种具有节理、裂隙等缺陷的材料体,这些缺陷是岩体渗流的主要通道。通常节理裂隙被认为是一组平行板分布,当原始地应力不变时,岩体的渗流状态保持不变。当岩体由于开挖卸荷或其它原因而导致岩体的应力状态发生变化,这时岩体的节理及裂隙等的隙宽或许将会变成楔形,从而使得岩体裂隙中的水头分布方式与平行板的线性分布不同。因此,在立方定律的基础上,推导了楔形裂隙中水头分布的公式,并与前人的研究结果进行了对比,同时探讨了其对边坡安全系数计算的影响,研究表明,所得公式更为合理。

The Distribution of Piezometric Head along Wedge-shaped Fractures

Rock masses have defects,such as joints and fractures, which are the main seepage passages.Joints and fractures often are treated as parallel plates with the seepage state kept steady and the ground stress constant. When changes take place in joints and fractures as a result of stress changes induced by excavation,joints or fractures may be wedge-shaped,and the distribution of piezometric head along the fracture will be nonlinear.A distribution function of piezometric head is suggested and compared with the results of previous research.The influence of this function on the calculation of the slope safety factor is investigated.The study shows that this function is reasonable.