济南高陡土质边坡稳定性分析及治理方法探讨——以济南南部山区山间平原为例

Analysis on Stability and Study on Treatment Method of High and Steep Soil Slope in Ji'nan City——Setting Intermountain Plain in Southern Jinan as an Example

摘要:

在济南山前及山间倾斜平原区常见土质边坡存在较大安全隐患，本文结合实例，对此类边坡开展稳定性评价及治理方法研究，对不稳定边坡的成因做了详细分析，并采用毕肖普条分法对边坡稳定性进行了定量计算，提出清坡+格构+钢筋混凝土挡板+截水沟的方案解决土质边坡失稳问题。治理后边坡滑动安全系数为1.673，实现了土质边坡的有效防治，为此类土质边坡失稳问题提供了新的治理思路。

Abstract:

Soil slopes are common in piedmont and mountain inclined plain areas in Ji'nan city, and there are large potential safety hazards. In this paper, stability evaluation and treatment methods for such slopes with examples have been carried out. Based on the investigation and visit of high and steep soil slope in the southern mountain area in Ji'nan city, the origin of the unstable slope has been discussed in detail, a quantitative calculation of the slope stability has been made by using the Bishop slice method, and the treatment scheme has been put forward on the basis of the calculation . The scheme of slope cleaning + lattice structure + reinforced concrete baffle + intercepting ditch is proposed to solve the instability problem of the soil slope, and the sliding safety factor of the slope after treatment is 1.673. It can realize the effective prevention and control of soil slope, and provide a new treatment idea for this kind of soil slope instability problem.