CAJ | 학술논문

滑坡可能为一个实比例的大型岩体强度“试验”，它真实地反映特定地质和工程条件下边坡岩体的力学响应特性。本文采用非线性广义Hoek-Brown破坏准则，引入地质强度指标，为反算碎裂结构岩体边坡破坏时所调动的抗剪强度参数提出一种简洁、实用的方法。
활파가능위일개실비례적대형암체강도“시험”，타진실지반영특정지질화공정조건하변파암체적역학향응특성。본문채용비선성엄의Hoek-Brown파배준칙，인입지질강도지표，위반산쇄렬결구암체변파파배시소조동적항전강도삼수제출일충간길、실용적방법。
A sliding slope can be served as f full-scale test of rock mass strength,which reflects the characteristics that slope rock mass responses to mechanics under specifed geologic and engineering conditions.This paper proposes a brief and practical method for estimating the shear strength parameters mobilized during slope failure in cataclast texture rock mass using back analysis procedure from the generalized Hoek-brown non-linear failure criterion into which the geological stength index (GSI) is introduced.