湿陷性黄土人工边坡稳定性分析及支挡设计

Analysis on the Stability of Artificial Collapsible Loess Slope and Retaining Design

在湿陷性黄土地区,人工边坡的整体稳定是确保该区域建筑物结构安全的关键。针对二十里铺110k V变电站工程人工黄土边坡问题,利用简化Bishop法对该人工边坡的稳定性进行了分析,并结合工程简要说明了湿陷性黄土人工边坡支挡结构设计的过程、方法以及需注意的问题。

In collapsible loess area,the stability of artificial slope is a key to ensure the building structure safety in the area. In this paper,the Bishop method is used to analyze the stability of the artificial collapsible loess slope in the110 kV Er-shi-li-pu substation project,and the design of the retaining structure against the slope and matters needing attentions are given.