摘要
在岩块的变形和强度参数及岩体结构面的野外统计窗资料的基础上,利用损伤力学和Hook-Brown准则进行节理岩体力学参数的选取,从而为岩体工程数值模拟提供较可靠的参数。最后,给出了该方法应用于浙江三门核电厂人工边坡数值计算的实例。
Based on the data of deformation and strength of rock from test and the statistic structure plane data of rock masses from site, the damage mechanics and Hook-Brown criterion were applied to estimate the deformation and strength parameters of jointed rock masses. The parameters were used for numerical simulation of rock mass engineering. An application case study of this method in the high rock slope of Sanmen Nuclear Power Plant was presented.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2004年第13期2182-2186,共5页
Chinese Journal of Rock Mechanics and Engineering
基金
国土资源部岩土工程开放研究实验室资助课题(KF-020)。
