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220kV泉乡变电站边坡稳定性分析与治理措施

The Slope Stability Analysis and Control Measures of 220kv Substation in Quanxiang

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【作者】 柯洪杨逢春赵春宏王继华洪业冰姚勇

【Author】 KE Hong;YANG Feng-chun;ZHAO Chun-hong;WANG Ji-hua;HONG Ye-bing;YAO Yong;China Energy Engineering Group-Yun Nan Electric Power Design Institute;Jiaying University;

【机构】 中国能源建设集团云南省电力设计院有限公司嘉应学院

【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.

【Abstract】 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.

【关键词】 Bishop法稳定性分析抗滑桩
【Key words】 Bishop methodstability analysisanti-slide pile
  • 【文献出处】 嘉应学院学报 ,Journal of Jiaying University , 编辑部邮箱 ,2015年08期
  • 【分类号】P642.22
  • 【下载频次】34
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