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In-situ Monitoring on Frost Heave Force during Cross-passage Construction by Ground Freezing Method

机译:地面冻结法跨通道施工过程中冻胀力的现场监测

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Artificial ground freezing method is widely used in the construction of cross-passage of shield tunnel. The excessive frost heave force may induce damage of the segments around the cross-passage. However, due to lack of in-situ monitoring data, no suitable frost heave force is specified in the tunnel design codes. In this paper, a careful in-situ monitoring was carried out with new PAD type earth pressure gauge in Shanghai Yangtze River Tunnel. Firstly, the main characteristics of PAD type earth pressure gauge and the installation method were introduced. Then the automatic data logging system and the layout of measure points were described. The careful installation ensures good working of all 5 gauges, and the reliable data were obtained. The data showed that the maximum measured frost heave force of Shanghai Yangtze River Tunnel was much smaller than expected. It should be related to the countermeasure of pressure release hole, which reduced the heave pressure dramatically.
机译:人工地面冻结法被广泛用于盾构隧道穿越通道的施工。过大的霜冻力可能会导致交叉通道周围部分的损坏。但是,由于缺乏现场监测数据,因此在隧道设计规范中未指定合适的冻胀力。本文采用新型PAD型土压力计对上海长江隧道进行了仔细的现场监测。首先介绍了PAD型土压计的主要特点和安装方法。然后描述了自动数据记录系统和测量点的布局。仔细的安装可确保所有5个压力表都能正常工作,并获得了可靠的数据。数据显示,上海长江隧道的最大测量冻胀力比预期的要小得多。这应与泄压孔的对策有关,该对策可大大降低升沉压力。

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