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核电站高挖方边坡稳定性评价与设计
引用本文:聂文波,骆建宇,叶静风,邵东风.核电站高挖方边坡稳定性评价与设计[J].土工基础,2011,25(5):57-59.
作者姓名:聂文波  骆建宇  叶静风  邵东风
作者单位:1. 中南电力设计院勘测分公司,武汉,430071
2. 武汉王家墩中央商务区建设投资股份有限公司,武汉430022长江科学院,武汉430010
摘    要:从地形地貌、地层岩性、地质构造、地下水及不良地质作用等方面对芜湖核电站东侧高挖方边坡的工程地质条件进行了详细分析,采用工程地质类比、赤平投影分析、极限平衡分析等定性与定量分析相结合的方法评价了芜湖核电东站侧高挖方边坡的稳定性,进而提出边坡设计方案.

关 键 词:核电站  高挖方边坡  赤平投影  稳定性评价  边坡设计

Stability Evaluation and Design of a High Cut Slope for the Wuhu Nuclear Power Station
NIE Wen bo,LUO Jian yu,YE Jing feng,SHAO Dong feng.Stability Evaluation and Design of a High Cut Slope for the Wuhu Nuclear Power Station[J].Soie Engineering and Foundation,2011,25(5):57-59.
Authors:NIE Wen bo  LUO Jian yu  YE Jing feng  SHAO Dong feng
Affiliation:NIE Wen bo1,LUO Jian yu2,YE Jing feng1,SHAO Dong feng1(1.Central Southern China Electric Power Design Institute(CSEPDI)of China Power Engineering Consulting Group Corporation,Wuhan 430071,2.Changjiang River Scientific Research Institute,Wuhan 430010,China)
Abstract:Geotechnical conditions of the East Slope in the Wuhu nuclear power station are analyzed in detail based on the topographical,physiognomic,lithology,geological structure,groundwater and potential unfavorable geologic conditions.The stability of this high cut slope is evaluated qualitatively and quantitatively by various methods such as engineering geology evaluation,stereographic projection analysis,and limit equilibrium analysis.The slope excavation design is optimized from these extensive analyses.
Keywords:nuclear power station  high cut slope  stereographic projection  stability evaluation  design of cut slope  
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