在风化花岗岩中施工的NATM隧道收敛性研究

Sang-Sik Shin, H. Kim, G. Bae
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引用次数: 0

摘要

隧道收敛量的预测和测量对于评价隧道的稳定性和新水法隧道的经济施工至关重要。在文献综述的基础上,提出了施工前后隧道收敛量的估计方法。确定与隧道施工有关的总位移约为实测位移的2.5倍。为探讨影响隧道收敛的因素,对两个岩石类型相似的隧道的位移测量结果进行了检验。庆州A隧道的平均收敛速度是大田B隧道的6.7倍。提出了庆州A隧道大辐合的可能原因。为了预测隧道的收敛,应仔细调查地表地质构造和外部条件的影响,并对隧道工作面进行仔细的测绘。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on the Convergence of the NATM Tunnel Constructed in the Weathered Granite
Predicting and measuring tunnel convergence is very crucial for estimating tunnel stability and economical construction of NATM tunnels. The method to estimate the tunnel convergence that occurs before and after construction is proposed based on literature reviews. The total displacement occurring related to tunnel construction is determined to be about 2.5 times that of measured displacements. The results of displacement measurements at two tunnels constructed with similar rock types are examined for the investigation of factors affecting the tunnel convergence. The average convergence of Gyungju A Tunnel is about 6.7 times bigger than that of Daejeon B Tunnel. The possible causes of the large convergence in Gyungju A Tunnel are suggested. In order to predict the convergence of tunnels, careful investigation of the geological structures in the ground surface and the influence of external conditions as well as careful face mapping of the tunnel face should be conducted.
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