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Evaluation of common TBM performance prediction models based on field data from the second lot of Zagros water conveyance tunnel (ZWCT2)

机译:基于Zagros输水隧道第二批(ZWCT2)的现场数据评估常见的TBM性能预测模型

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摘要

Zagros water conveyance tunnel (ZWCT) is a 49 km tunnel designed for conveying 70 m(3)/s water from Sirvan River southward to Dashte Zahab plain in western Iran. This long tunnel has been divided in 3 Lots namely 1A, 1B, 2. By November 2014, about 22 km of the Lot 2 (with a total length of 26 km) has been excavated by two double shield TBMs from two southern and northern portals. The bored section of tunnel passed through different geological units of 3 main formations of Zagros mountain ranges which mainly consist of weak to moderately strong argillaceous-carbonate sedimentary rocks. In this paper, the operating and as-built geological data collected during construction phase of the Lot 2 of ZWCT project was used to compare the calculated machine performance by empirical methods such as the Hassanpour et al. (2011), Q(TBM), NTNU, Palmstrom, and theoretical model of Colorado School of Mines or CSM. The predicted penetration rates were then compared with the observed field performance of the machine and the variations of predicted rates were examined by statistical analysis. The results showed that the site-specific model, which was based on TBM performance in similar formations can provide estimates closer to actual machine performance. (C) 2015 Elsevier Ltd. All rights reserved.
机译:Zagros输水隧道(ZWCT)是一条49公里的隧道,旨在将70 m(3)/ s的水从Sirvan河向南输送到伊朗西部的Dashte Zahab平原。这条长隧道已分为3个地段,分别是1A,1B,2。到2014年11月,大约2公里的地段2(总长26公里)被两个南部和北部两个门户的两个双盾TBM开挖了。隧道的钻孔段穿过Zagros山脉的3个主要地层的不同地质单元,主要由弱至中等强度的碳酸盐碳酸盐沉积岩组成。在本文中,ZWCT项目第二批施工阶段收集的运营和竣工地质数据被用于通过经验方法(例如Hassanpour等人)比较计算出的机器性能。 (2011),Q(TBM),NTNU,Palmstrom,以及科罗拉多矿业学院或CSM的理论模型。然后将预测的穿透率与观察到的机器现场性能进行比较,并通过统计分析检查预测的穿透率。结果表明,基于特定地层中TBM性能的现场特定模型可以提供更接近实际机器性能的估计值。 (C)2015 Elsevier Ltd.保留所有权利。

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