【摘要】 为温泉项目的设计施工提供地质依据,分析项目边坡地质条件,对其稳定性进行定性和定量分析。采用弹塑性Mohr-Coulomb理论和刚体极限平衡法,计算边坡在向家坝水库蓄水前后不同工况下的稳定系数。研究发现,在各极端工况下边坡稳定性系数都远大于1.15,边坡整体稳定性好。更多还原

【Abstract】 To provide geological basis for the design and construction of the hot spring object,the geological conditions of the slope at the object site are examined and its stability is analyzed both qualitatively and quantitatively.Stability coefficients are calculated for different conditions before and after impoundment of the Xiangjiaba reservoir,through using the elastic-plastic Mohr-Coulomb theory and the rigid limit equilibrium method.The slope has been proved stable well with stability calculations much larger than 1.15.更多还原