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Leaking behavior of shield tunnels under the Huangpu River of Shanghai with induced hazards

机译:上海市黄浦江盾构隧道诱发危害的泄漏行为。

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The Quaternary deposits in Shanghai primarily consists of a phreatic aquifer group (Aq0) and five artesian aquifers (AqI-AqV) that are separated by six aquitards (AdI-AdVI). In the basin of the Huangpu River, the first artesian aquifer (AqI) is connected to the second artesian aquifer (AqII), forming a 50-m-thick artesian aquifer with a very high groundwater level. The highway tunnels under the Huangpu River of Shanghai are constructed at a maximum depth up to 45 m, within the artesian aquifer. These tunnels are lined with precast reinforced concrete segments without a second lining. Under high water pressure, it is difficult for the single shell linings to achieve water tightness. Different degrees of groundwater leakage have been observed in road tunnels under the Huangpu River. The tunnels constructed before the 1990s have had very serious groundwater leakage (e. g., >1 L/m(2)/day), and the recently constructed tunnels have leaked less than 0.1 L/m(2)/day. The factors influencing groundwater leakage include depth below groundwater level, differential settlement of the tunnel, and applied waterproof technologies. The increase in depth leads to a significant increase in groundwater leakage. The differential settlement causes gaps to open and offset between segments, as well as cracking of segments, which can also induce groundwater leakage. According to the analysis of recorded data, the number of leaking points tends to increase with the curvature of the settlement curve. In addition, inappropriate waterproofing materials and poor waterproofing design will also lead to groundwater leakage. Groundwater leakage causes deterioration of the structure, aging of the installations in the tunnels (e. g., facilities and pavements), as well as discomfort for users of the tunnels and adverse environmental impacts. Furthermore, groundwater leakage also causes structural deformation of the tunnel itself, leading to further leakage and hazards.
机译:上海的第四纪矿床主要由一个潜水含水层群(Aq0)和五个自流含水层(AqI-AqV)组成,它们之间被六个a水所(AdI-AdVI)隔开。在黄浦江流域,第一条自流含水层(AqI)与第二条自流含水层(AqII)相连,形成了一个50米厚的自流含水层,地下水位很高。上海黄浦江下的高速公路隧道在自流含水层内的最大深度最大为45 m。这些隧道内衬钢筋混凝土预制件,没有第二层衬里。在高水压下,单壳衬里很难达到水密性。在黄浦江下的公路隧道中发现了不同程度的地下水渗漏。在1990年代之前建造的隧道渗漏非常严重(例如,> 1 L / m(2)/天),最近建造的隧道渗漏少于0.1 L / m(2)/天。影响地下水泄漏的因素包括地下水位以下的深度,隧道的差异沉降以及应用的防水技术。深度的增加导致地下水泄漏的显着增加。差异沉降导致段之间的缝隙打开和偏移,以及段破裂,这也可能导致地下水泄漏。根据对记录数据的分析,泄漏点的数量倾向于随着沉降曲线的曲率而增加。此外,不合适的防水材料和不良的防水设计也会导致地下水泄漏。地下水的泄漏会导致结构的恶化,隧道中设施(例如设施和人行道)的老化,以及隧道使用者的不适和不利的环境影响。此外,地下水的泄漏也会引起隧道本身的结构变形,从而导致进一步的泄漏和危害。

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