边坡稳定性的传递系数法分析

在边坡的稳定性分析中，不同的滑动面情况、荷栽传递、滑坡的岩土体性质以及滑坡的外形特征都会影响荷载的传递方式和边坡的稳定性。针对规范推荐的传递系数法，在考虑荷载推移方式的条件下，时显式和隐式做出了对比分析，并结合具体边坡，使荷载的传递更加符合实际，使下滑力的计算更准确，通过工程实例验证了传递系数法中剩余下滑力计算在考虑传力方式时更加可靠。

Slope Stability Analysis Based on Transfer Coefficient Method

In slope stability analysis, different sliding surface, the load transfer, the rock and soil features of landslide and landslide shape characteristics will affect the load transfer method and the stability of slope. Aim at the transfer coefficient method recommended by the specification, the article analysis and compares the explicit and implicit method considering the condition that load goes way. Combining with the concrete slope, it can make the load transfer more in line with the actual and the slide force calculation more accurate. Transfer coefficient method is verified more reliable by an engineering example of residual slide force calculation when considering power transmission way.