摘要
泉乡变电站在场平施工开挖自然边坡时发生了滑坡,考虑滑坡对变电站的不利影响,需对边坡进行治理.本工程采用了Bishop法分析边坡稳定性,得到人工开挖边坡安全系数较小,经过综合分析确定选用抗滑桩的治理措施.变电站安全运行多年的实践验证了该治理措施效果良好.
The substation occurred landslide in the town of Quanxiang when the site leveling construction excavate the natural slope landslide,considering the adverse effects on the substation landslide the need for governance of the slope. The project adopts Bishop method for slope stability,artificial excavation slope safety coefficient is smaller,after a comprehensive analysis to determine the selection of anti slide pile treatment measures. The practice of substation operation verifies the effect of the good governance measures for many years.
出处
《嘉应学院学报》
2015年第8期48-51,共4页
Journal of Jiaying University
