CAJ | 학술논문

以南京地铁三号线卡子门站为工程背景，运用有限差分软件FLAC3 D对基坑开挖进行数值模拟。模拟了桩体水平位移和钢支撑轴力在基坑开挖过程中的变化规律，并将模拟结果与现场实测结果进行了对比，分析了模拟结果与实测结果的差异以及产生差异的原因。结果可为数值模拟技术在基坑开挖中的应用提供参考。
이남경지철삼호선잡자문참위공정배경，운용유한차분연건FLAC3 D대기갱개알진행수치모의。모의료장체수평위이화강지탱축력재기갱개알과정중적변화규률，병장모의결과여현장실측결과진행료대비，분석료모의결과여실측결과적차이이급산생차이적원인。결과가위수치모의기술재기갱개알중적응용제공삼고。
The finite difference software FLAC 3 D was employed to simulate excavation of foundation pit during sub-way excavation based on the third line of Nanjing subway project in this paper .The change regulation of the pile horizon-tal displacement and the steel shotcrete axial force were simulated .The results were compared with the measured in the construction field .The differences between the simulated and measured results and the reason were also analyzed .The conclusions can provide some references for the similar research in subway excavation .