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Effects of the soft rock pre-consolidation on time-dependent deformations around the tunnel excavation

机译:软岩预固结对隧道开挖周围时变的影响

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Time-dependent deformations in soft rocks represent an important part of total deformations which occur after excavation of the tunnel opening. In the light of this, comprehensive laboratory uniaxial creep tests were performed on marl rock monolits. The testing used marl as a chosen representative rock samples of the group of soft rocks which exhibits creep behaviour. Analysis of test records of total and time-dependent deformations in initially non-preconsolidated and pre-consolidated samples indicates differences in the magnitude of total deformation and the shape of recorded creep curve. A limited experimental evidence is argument in favor of the thesis that the primary creep is actually a delayed elastic deformation that is not significantly affected by the pre-consolidation stress history. Phenomenology of behavior identified in the tested marl samples can be associated with the records of the convergence measurements on a tunnel contour being excavated in soft rocks.
机译:软岩中随时间变化的变形代表了在隧道洞口开挖后发生的总变形的重要部分。有鉴于此,对泥岩单层岩进行了全面的实验室单轴蠕变测试。该测试使用泥灰岩作为一组具有蠕变行为的软岩中的代表性岩石样本。对最初未进行预固结和预固结的样品中的总变形和随时间变化的变形的测试记录的分析表明,总变形的大小和记录的蠕变曲线的形状存在差异。有限的实验证据支持这一论点,即主要蠕变实际上是延迟的弹性变形,不受固结前应力历程的显着影响。在测试的泥灰岩样品中识别的行为现象学可以与在软岩中开挖的隧道轮廓上的收敛测量记录相关。

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