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首页> 外文期刊>Tunnelling and underground space technology >Geomechanical characterisation of fault rocks in tunnelling: The Brenner Base Tunnel (Northern Italy)
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Geomechanical characterisation of fault rocks in tunnelling: The Brenner Base Tunnel (Northern Italy)

机译:隧道断层岩的力学特性:Brenner Base隧道(意大利北部)

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The goal of this study is to characterise the rock faults involved in the excavation works of the Brenner Base Tunnel, which crosses one of the main tectonic alignments of the alpine area, the Periadriatic fault. The characterisation was carried out at different scales from macro (through drillings and geomechanical surveys) to meso (lab tests on specimens) and micro-scale (through thin sections), in order to find a correlation between the different scales properties of the rock masses. Finally, a relation between the voids ratio at the micro-scale and the fault rocks conditions at the meso and macro-scale was pointed out. As a result, by means of the Hoek-Brown method, an estimation of the fault rock strength was achieved, tending to avoid quite a typical overestimation arising from the use of literature values. (C) 2015 Elsevier Ltd. All rights reserved.
机译:这项研究的目的是表征布伦纳基础隧道开挖工程中涉及的岩石断层,该断层穿越了阿尔卑斯地区的主要构造方向之一,即古生断裂。从宏观(通过钻探和地质力学勘测)到细观(对标本的实验室测试)和微观(通过薄切片)的尺度进行表征,以发现岩体不同尺度特性之间的相关性。 。最后指出了微观尺度上的孔隙率与中尺度和宏观尺度上的断层岩石条件之间的关系。结果,通过Hoek-Brown方法,实现了对断层岩石强度的估算,从而避免了由于使用文献值而引起的典型的过高估算。 (C)2015 Elsevier Ltd.保留所有权利。

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