CAJ | 학술논문

官地水电站右岸导流洞出口岩体风化卸荷强烈，边坡稳定性差。经优化调整后，减少了开挖并节约了工期。根据隧洞结构和地质资料建立三维有限元数值计算模型，对边坡和出口洞段各工况下进行分析，为设计支护的合理性和安全性提供佐证。
관지수전참우안도류동출구암체풍화사하강렬，변파은정성차。경우화조정후，감소료개알병절약료공기。근거수동결구화지질자료건립삼유유한원수치계산모형，대변파화출구동단각공황하진행분석，위설계지호적합이성화안전성제공좌증。
The rock weathering of diversion tunnel outlet of Guandi hydropower station caused a poor stability of the slope. In this research, we optimized the design. According to the tunnel structure and geological data, we established a three-dimensional finite element numerical model, by which various operating conditions were analyzed to ensure the engineering reasonability and safety.