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Surface Settlements Due to a Shallow Tunnel Excavation in Soft Ground: A Case Study of the Zizhi Tunnel in Hangzhou, China

机译:软土地基中浅埋隧道开挖引起的地表沉降-以杭州紫芝隧道为例

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The north segment of the Zizhi Tunnel that consists of twin tunnels was excavated at a shallow depth in soft ground using the Shallow Tunneling Method. Based on continuous field measurements, the development histories of surface settlement were analyzed first. The observed development process could be roughly divided into three stages and the influence of river was evidenced. Transverse and longitudinal surface settlements above the twin tunnels were then fitted with empirical models. The obtained trough width parameters in transverse and longitudinal direction (i_t and i_l) and the volume loss (VL_s) were presented and discussed. Additionally, surface settlement was compared with the crown settlement. The relationship between surface and crown settlement behaved in two different ways inside and outside the river-affected region. The findings in this project give references for predicting surface settlements in similar tunneling condition.
机译:紫芝隧道北段由双隧道组成,采用浅埋隧道法在较浅的软土地基中进行了开挖。在连续测量的基础上,首先分析了地表沉降的发展历史。观察到的发展过程可以大致分为三个阶段,并证明了河流的影响。然后,采用经验模型对双隧道上方的横向和纵向地表沉降进行拟合。介绍并讨论了所获得的横向和纵向的槽宽参数(i_t和i_1)和体积损失(VL_s)。另外,将表面沉降与胎冠沉降进行了比较。在受河流影响的区域内外,表层沉降与树冠沉降之间的关系表现出两种不同的方式。该项目的发现为预测相似隧道条件下的地表沉降提供了参考。

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