CAJ | 학술논문

采用普遍测网法对广东省清（远）—连（州）高速公路沿线岩质边坡结构面进行测量,然后利用＂赤平投影结构数据分析软件包＂对测量的参数进行统计分析,并据此运用蒙特-卡洛（Monte-Carlo）模拟的原理和方法,进行岩体结构的室内网络模拟,从而得出该高速公路边坡岩体结构面的稳定性分析结果,为其稳定性评价及支护设计服务。
채용보편측망법대광동성청（원）—련（주）고속공로연선암질변파결구면진행측량,연후이용＂적평투영결구수거분석연건포＂대측량적삼수진행통계분석,병거차운용몽특-잡락（Monte-Carlo）모의적원리화방법,진행암체결구적실내망락모의,종이득출해고속공로변파암체결구면적은정성분석결과,위기은정성평개급지호설계복무。
The article takes the general survey grid method to measure the structural plane in the rocky slope alongside the Qingyuan-Lianzhou Highway in Guangdong province.The survey parameters are counted and analyzed by the ＂structural equator projection data analysis package＂,and rock mass structure is recalled on the computer by Monte-Carlo network simulation principles and methods.Based on the works on one sections of rocky slope along the highway,the result shows that the method can be used to do structure and stability analysis of the rock slope,and then serve to stability evaluation and support designing.