荷载作用下三维边坡岩体破坏范围的确定
hree Dimensional slope rock mass destroy scope confirm under Load
运用ANSYS分析软件初步研究桥基荷载作用下边坡三维岩体力学行为特征进行分析，进而利用应力影响系数的变化规律，得到边坡在桥基荷载作用下的破坏范围。
he three dimensional mechanical behavior of rock mass on high-slope under load was studied by ANSYS. Using the change rule of the stress inflation modulus get the destroy scope of the slope under the load of bridge base.
封辉、王春雷、邱恩喜
水利工程基础科学工程基础科学水工勘测、水工设计
均质高边坡有限元三维应力影响系数
NSYSthree dimensionalslopestress inflation modulus
封辉,王春雷,邱恩喜.荷载作用下三维边坡岩体破坏范围的确定[EB/OL].(2006-11-13)[2025-08-11].http://www.paper.edu.cn/releasepaper/content/200611-319.点此复制
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