【作者】 练操； 晏鄂川；

【Author】 Liancao

【机构】 中国地质大学工程学院；

【摘要】 含有地下水的斜坡,坡体的含水性、透水性和地下水运动是影响斜坡稳定的重要因素。极限平衡法是计算斜坡稳定性的一种主要方法,在计算中如何考虑地下水动水压力、浮托力及扬压力的作用,关系到计算结果的精确度,如果考虑不当,有可能产生完全错误的结果。本文结合特定斜坡类型和水文地质结构,针对常见的库水位变动情况,对稳定性计算中的地下水作用进行分析。更多还原

【Abstract】 Water content,permeability of the slopes mass and the movement of the groundwater in the slopes play an important role in the stability of the slopes.Limit equilibrium methcxl is a principal measure to slope stability analysis.One important issue with regard to the accuracy of the computation is: Haw to define the seepage pressures,buoyant forces and hydrostatic pressures of the slice in the slope mass? When a computer program is used,mistakes can be aroused resulted mainly from the failure of defining the water pressures appropriately.In this paper,groundwater effects on the slice of the slope mass are analyzed under several usual conditions,incorporated specific slope types and hydrogeological structures.更多还原