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Characterizing fractures to mitigate inrush of water into a shaft using hydrogeological approaches

机译:使用水文地质方法表征裂缝以减轻涌入井筒的水

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The inrush of water during excavation is one of the most difficult challenges in modern underground engineering. Studies of the permeability of a rock mass, and especially potential paths for the flow of groundwater, are important for mitigation. This study considers a ventilation shaft for a twin-bore four-lane highway tunnel, and applies hydrogeological approaches to characterize the site, and to propose corresponding plans for mitigating water inrush. Based on detailed descriptions on outcrops, a scan line survey, and the interpretation of scanned images of four boreholes with a total length of 480 m that were obtained using a televiewer, more than 3400 data concerning the attitudes and locations of fractures are acquired to classify the strata close to the study site as terrace alluvium, regolith and fractured rock masses. Five predominant fracture sets, with corresponding parameters of their respective spatial distributions that are determined by stereographic projection analysis and statistical analysis, are characterized to establish a model to characterize the fractures of fractured rock masses. Taking into account the locations where high equivalent hydraulic conductivity are identified, this study presumes a model that provides potential paths of groundwater that flows to the shaft, including specific locations, scopes and directions of groundwater flows. Another model that is inferred based on the conventional a method is also provided for comparison. Two plans for mitigating water inrush during shaft construction are proposed based on the models of the spatial distribution of fractures and potential paths of flowing groundwater to the shaft. The adopted plan involves grouting in the regolith stratum to form a waterproof curtain that is applied in the ground surface or inside the shaft, radial grouting in the fractured rock masses that is applied inside the shaft, and the installation of pumping wells at the ground surface to draw down the groundwater table. (C) 2016 Elsevier Ltd. All rights reserved.
机译:开挖过程中的涌水是现代地下工程中最困难的挑战之一。对岩体渗透性的研究,尤其是对地下水流动的潜在路径的研究,对于缓解水灾至关重要。本研究考虑了双孔四车道公路隧道的通风井,并采用水文地质方法表征了该场地,并提出了相应的缓解水灾计划。根据对露头的详细说明,扫描线勘测以及对使用望远仪获得的四个总长480 m的钻孔的扫描图像的解释,获得了3400多个有关裂缝的方位和位置的数据,以进行分类靠近研究地点的地层为阶地冲积层,碎屑岩和裂隙岩体。对五个主要的裂缝组以及通过立体投影分析和统计分析确定的各自空间分布的相应参数进行特征化,以建立表征裂缝岩体裂缝的模型。考虑到确定了高等效水力传导率的位置,本研究假设使用一个模型来提供流向竖井的地下水的潜在路径,包括地下水的特定位置,范围和方向。还提供了基于常规方法推断的另一种模型进行比较。根据裂缝的空间分布模型和地下水流向竖井的潜在路径,提出了两种缓解竖井施工中涌水的方案。所采用的计划包括在go石地层中注浆以形成防水幕布,该幕布应用于地面或竖井内部;对裂隙岩体中的径向注浆进行竖井内部施加;以及在地面处安装抽水井绘制地下水位。 (C)2016 Elsevier Ltd.保留所有权利。

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