CAJ | 학술논문

根据对某水电站坝肩工程边坡详细的野外实地调查,通过查阅和整理大量的资料总结出工程区边坡工程特性,得到边坡稳定性定性评价;利用FLAC3D数值模拟方法对开挖边坡稳定性进行了数值模拟分析研究。根据边坡稳定性定性分析和数值模拟计算分析结果对坝肩开挖边坡稳定性提出综合分析评价,得出结论：整个坝肩边坡在开挖状态下整体处于稳定状态,为坝肩边坡安全开挖和治理提供了依据。
근거대모수전참패견공정변파상세적야외실지조사,통과사열화정리대량적자료총결출공정구변파공정특성,득도변파은정성정성평개;이용FLAC3D수치모의방법대개알변파은정성진행료수치모의분석연구。근거변파은정성정성분석화수치모의계산분석결과대패견개알변파은정성제출종합분석평개,득출결론：정개패견변파재개알상태하정체처우은정상태,위패견변파안전개알화치리제공료의거。
According to the detailed field investigation for the engineering slope of a hydropower station abutment and through consulting mass data,the slope excavation engineering characteristics about the project are summed up here,and the stability of the excavation slope is evaluated qualitatively.The FLAC3D numerical simulation method is used to simulate and analyse the excavation slope's stability.According to the stability analysis and numerical simulation results of the slope,the comprehensive analysis and evaluation of the slope are made.The conclusion is that the whole abutment engineering slope is steady in the process of excavation,which would provide basis for the safety excavation and management of abutment engineering slope.