In this paper, formula for calculating cover pressures of buried tunnel at different depth is deduced.
本文推导了不同掩埋深度的掩埋巷道顶板压力计算公式。
Settlement and forward movement the soils above tunnel because of the large buried depth.
由于该工程隧道埋深大，隧道中心上方土体主要发生沉降和向前的位移趋势。
Settlement and forward movement the soils above tunnel because of the large buried depth.
由于该工程隧道埋深大，隧道中心上方土体主要发生沉降和向前的位移趋势。
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