库水位骤降耦合不同类型降雨泥岩边坡渗透稳定性数值模拟研究
彭博(
)
)
Numerical Simulation Study of Seepage Stability of Mudstone Slope with Dif-ferent Rainfall Types Coupled with Sudden Drop of Reservoir Water Level
Bo PENG()
)
图6. 不同静库水位水平下耦合不同类型降雨情况下的不同监测点孔压变化规律
（a）库水位为155 m；（b）库水位为165 m；（c）库水位为175 m
Fig.6. Variation of pore pressure at different water levels of different static reservoirs coupled with different types of rainfall and different monitoring points
