CAJ | 학술논문

利用离散元软件UDEC分析了不同水位下裂隙岩体边坡内的渗流情况及岩体边坡稳定性。结果表明，水头越高，渗流对边坡的影响范围和影响程度越大，在15 m水头时，边坡产生较大变形且发生失稳破坏。借助对边坡关键点的变形历时曲线和渗流计算结果，研究了边坡在渗流情况下的破坏模式：边坡整体产生沿坡脚处所在结构面的剪切滑动，边坡后缘处所在的结构面产生拉裂破坏，坡面中部岩块有向临空面坍塌的趋势。
이용리산원연건UDEC분석료불동수위하렬극암체변파내적삼류정황급암체변파은정성。결과표명，수두월고，삼류대변파적영향범위화영향정도월대，재15 m수두시，변파산생교대변형차발생실은파배。차조대변파관건점적변형력시곡선화삼류계산결과，연구료변파재삼류정황하적파배모식：변파정체산생연파각처소재결구면적전절활동，변파후연처소재적결구면산생랍렬파배，파면중부암괴유향림공면담탑적추세。
Rock slope stability of rock mass slope considering seepage in different water levels was analyzed by using discrete element soft-ware UDEC. The results show that with higher water level,the scope and degree of seepage on the slope will be larger and higher. When wa-ter head is 15 m,slope leads to large deformation and destabilization. With the help of key points deformation duration curve of the slope and calculation results,seepage failure mode of slope in the case was studied:the shear sliding generated along the structure face at the toe of the slope,the structure surfaces at the trailing edge of slope produced tensile failure and the middle part of slope rock had collapsed trend toward the free surface.