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A model to predict daily advance rates of EPB-TBMs in a complex geology in Istanbul

机译:预测伊斯坦布尔复杂地质环境中EPB-TBM每日前进速度的模型

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This paper summarizes the results of a research study carried out to create a model to predict daily advance rates of EPB-TBMs in a complex geology in Istanbul. The model is based on the analysis of the accumulated data obtained from several projects. The model is first tested for Uskudar-Umraniye-Cek mekoy-Sancaktepe metro lines. The geology is complex consisting of sandstone, arcosic sandstone mud stone, siltstone, shale, limestone, andesite, and quartzitic conglomerate. The geologic units are frequently cut by andesite dykes having significantly fractured contact zones. Two EPB-TBMs having diameters of 6.57 m are being used for the lines where the prediction model was tested. Daily advance rates are predicted before starting the project and the results are tested first between shafts 8 and 7 and thereafter the completion of the excavation of the total length of 6250 m between the shafts 8 to 2. The results are also validated for a very recent Mecdiyekoy-Mahmutbey Metro Project for hard rock, sity clay and sand. It is believed that the concept behind the proposed methodology will serve a sound basis for decision making for similar projects having complex geology. (C) 2016 Elsevier Ltd. All rights reserved.
机译:本文总结了一项旨在建立模型以预测伊斯坦布尔复杂地质环境中EPB-TBM每日前进速率的研究结果。该模型基于对从多个项目获得的累积数据的分析。该模型首先在Uskudar-Umraniye-Cek mekoy-Sancaktepe地铁线路上进行了测试。地质情况复杂,包括砂岩,弧状砂岩泥岩,粉砂岩,页岩,石灰岩,安山岩和石英质砾岩。地质单元经常被安山岩堤坝切割,该安山岩堤坝具有明显破裂的接触带。两个直径为6.57 m的EPB-TBM被用于测试预测模型的生产线。在开始项目之前,将预测日提前率,并首先在竖井8和7之间测试结果,然后在竖井8至2之间完成总长度6250 m的挖掘工作。最近的结果也得到了验证Mecdiyekoy-Mahmutbey地铁项目,用于坚硬的岩石,泥土和沙子。可以相信,所提议方法的概念将为具有复杂地质条件的类似项目的决策提供良好的基础。 (C)2016 Elsevier Ltd.保留所有权利。

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