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平阳县某场馆边坡,由于拟建厂址附近:建房开挖、公路建设等,植被遭到破坏,造成水土流水。当降雨等不利因素到来时,容易引发山体滑坡。现采用斯宾塞法计算安全系数,通过与规范中的安全系数对比,判断其稳定性。依据该边坡工程地质特征以及规范要求,结合该地区已有边坡工程勘查及治理经验,提出了“重力式混凝土挡土墙+抗滑桩+截、排水措施”的综合治理设计方案。
Pingyang a venue slope, due to the proposed site near: building excavation, road construction, vegetation has been destroyed, resulting in soil and water. When unfavorable factors such as rainfall come, it is easy to cause landslides. The Spencer method is now used to calculate the safety factor, compared with the safety factor in the specification to determine its stability. Based on the engineering geological features of the slope and the requirements of the code, combined with the experience of existing slope engineering exploration and treatment in the area, a comprehensive management design scheme of “gravity concrete retaining wall + anti-slide pile + cut-off and drainage measures” .