摘要
根据燕子垭高边坡危岩的实际情况,运用ANSYS软件对其加固前后的稳定性进行了有限元分析。程序中考虑了裂隙、孔隙水等因素对岩体整体稳定性的影响,并对加固前后岩体的应力、位移等方面进行了对比分析,为工程加固设计方案及其稳定性评价提供了理论依据。
According to the effect of cracks and ground water in small openings of the Yanziya high slope of dangerous rock masses,ANSYS is used to analyze the stability of the dangerous rock masses before and after reinforcement.The results provide theoretical basis for the reinforcement design and stability evaluation of the high dangerous rock masses.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2004年第z1期4498-4501,共4页
Chinese Journal of Rock Mechanics and Engineering
