underground excavation engineering

基本解释

There exists inevitable disturbing influence to the nearby architectures during the underground engineering excavation.
地下工程在开挖等施工过程中不可避免地对周围土体及邻近建筑物产生扰动影响。
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.
运用灰色理论建立预测地下工程开挖位移的模型，预测成洞后长期的开挖稳定位移，为工程开挖提供了较为有效的方法。
The traditional method which focuses on displacement, stress and yield zone has some difficulties in stability and reinforcement analysis during excavation in underground engineering.
地下工程的开挖稳定和加固分析是岩土工程中的难题之一。
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