论文部分内容阅读
分析了地下水对顺层岩坡优势面水力学作用的机理,指出了水头高度与稳定性系数之间的关系,提出了导致边坡失稳的极限水头值h1.用于岩坡预测预报的预警水头值ha以及水力学稳定性判据hc,并给出了计算方法。
The mechanism of groundwater hydraulic effect on the dominant surface of bedding rock slope is analyzed. The relationship between head height and stability coefficient is pointed out, and the limit head value h1 which leads to slope instability is proposed. For the prediction of rock slope warning head ha and hydraulic stability criteria hc, and gives the calculation method.