CAJ | 학술논문

在研究重庆向阳果园滑坡的工程地质条件和滑坡基本特征的基础上,分析滑动的诱因,并选取三种代表性的工况对滑坡整体稳定性进行验算。结果显示,该滑坡在目前现状条件下处于基本稳定状态;在水位上升或下降并遭遇暴雨的情况下,滑坡体将处于不稳定状态,边坡随时有可能失稳滑动造成重大的地质灾害,有必要采取一定的防治措施来确保滑坡在水位变化情况下滑坡处于稳定状态。
재연구중경향양과완활파적공정지질조건화활파기본특정적기출상,분석활동적유인,병선취삼충대표성적공황대활파정체은정성진행험산。결과현시,해활파재목전현상조건하처우기본은정상태;재수위상승혹하강병조우폭우적정황하,활파체장처우불은정상태,변파수시유가능실은활동조성중대적지질재해,유필요채취일정적방치조시래학보활파재수위변화정황하활파처우은정상태。
The incentives of slide was analyzed based on landslide features and engineering geological conditions in Chongqing sunny orchard, and three representative conditions of the landslide wercd slected, and wered checked their overall stability respectly. The results showed that the landslide is steady in the conditions of the current status; in the ease of water level rise or fall and hit by torrential rain, the landslide might be in an unstable state, the slope might slide at any time and cause major geological disasters,.It is necessary to take certain preventive measures to ensure that landslide stability even in the case of water level changes.