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Experience in design and construction of the Log tunnel

机译:原木隧道设计与施工经验

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A twin highway Log tunnel is a part of a new motorway connection between Maribor and Zagreb, section Dra?enci-Gru?kovje, which is located towards the border crossing between Slovenia and Croatia. The tunnel is currently under construction, and only the excavation works have been completed during the writing of this paper. The terrain in the area of the Log tunnel is diverse, and the route of the highway in its vicinity is characterised by deep excavations, bridges or viaducts. The Log tunnel is approximately 250 m long, partly constructed as a gallery. The geological conditions are dominated by Miocene base rock, featuring layers of well-connected clastic rocks, which are covered by diluvium clays, silts, sands and gravels of different thicknesses. Due to the short length of the tunnel, the usual separation of the motorway route to the left and the right tunnel axes was not carried out. Thus, the tunnel was constructed with an intermediate pillar and was designed as a three-lane tunnel, including the stopping lane. The construction of the tunnel was carried out using the New Austrian tunnelling method (NATM), in which the central adit was excavated first and the intermediate pillar was constructed within it. The excavation of the main tubes followed and was divided into the top heading, bench and the invert, enabling the intermediate pillar to take the load off the top heading of both tubes. The secondary lining of the tunnel is currently under construction. The experience of the tunnel construction gathered so far is presented in the paper. The main emphasis is on the construction of the intermediate pillar, which had to take the significant and asymmetrical ground load.
机译:一条双高速公路的原木隧道是马里博尔和萨格勒布之间新的高速公路连接的一部分,该区域位于Dra?enci-Gru?kovje段,靠近斯洛文尼亚和克罗地亚之间的过境点。该隧道目前正在建设中,在本文撰写期间仅开挖工程已完成。 Log隧道地区的地形多样,其附近的高速公路路线以深挖,桥梁或高架桥为特征。原木隧道长约250 m,部分构造为长廊。地质条件以中新世基岩为主导,其特征是连通性良好的碎屑岩层,覆盖着不同厚度的Divium粘土,粉砂,沙子和砾石。由于隧道的长度较短,因此未对高速公路的左右两侧隧道进行通常的分隔。因此,该隧道采用中间支柱构造,并设计为三车道隧道,包括停车车道。隧道的建造使用新奥地利隧道方法(NATM)进行,其中首先开挖了中央平巷,并在其中建造了中间支柱。随后进行主管的开挖,并将其分为顶部head头,工作台和倒置管,使中间支柱可以将负载从两个管the的顶部ing去。隧道的二次衬砌目前正在建设中。本文介绍了迄今为止积累的隧道建设经验。主要重点是中间支柱的建造,该支柱必须承受明显且不对称的地面荷载。

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