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。
Geotechnical conditions of the East Slope in the Wuhu nuclear power station are analyzed in detail based on the topo- graphical, pbysiognomic, lithology, geological structure, groundwater and potential unfavorable geologic conditions. The stabili- ty 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.
出处
《土工基础》
2011年第5期57-59,共3页
Soil Engineering and Foundation
关键词
核电站
高挖方边坡
赤平投影
稳定性评价
边坡设计
nuclear power station, high cut slope, stereographic projection, stability evaluation, design of cut slope
