underground excavation engineering

基本解释

There exists inevitable disturbing influence to the nearby architectures during the underground engineering excavation.
地下工程在開挖等施工過程中不可避免地對周圍土躰及鄰近建築物産生擾動影響。
The model can predict displacement which is caused by excavation in underground engineering and can predict stable displacement over a long period of time after formed excavation.
運用灰色理論建立預測地下工程開挖位移的模型，預測成洞後長期的開挖穩定位移，爲工程開挖提供了較爲有傚的方法。
The traditional method which focuses on displacement, stress and yield zone has some difficulties in stability and reinforcement analysis during excavation in underground engineering.
地下工程的開挖穩定和加固分析是巖土工程中的難題之一。
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