CAJ | 학술논문

以某临近具有重要历史意义的古建筑深基坑开挖工程为例，通过Geostudio软件数值模拟了该基坑在初始设计状况下开挖时的应力、应变状态，以及变更设计后工程防护对基坑的加固效果，同时运用监测等手段，对变更设计前后基坑的适时状态进行监测分析，根据二者相互综合的反馈信息，为基坑的动态设计提供依据。
이모림근구유중요역사의의적고건축심기갱개알공정위례，통과Geostudio연건수치모의료해기갱재초시설계상황하개알시적응력、응변상태，이급변경설계후공정방호대기갱적가고효과，동시운용감측등수단，대변경설계전후기갱적괄시상태진행감측분석，근거이자상호종합적반궤신식，위기갱적동태설계제공의거。
Using Geostudio software, this paper simulates the stress and strain state in the initial design of the foundation excavation after excavation and the design engineering protection reinforcing effect on the foundation excavation, takes a historically ancient building near some deep foundation excavation for example. At the same time,using monitoring and other means to monitor and analyze the timely state of foundation excavation before and after design changes, the two techniques are integrated according to the feedback information.