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Time-Lapse Monitoring of Fabric Changes in Granular Materials by Coda Wave Interferometry

机译:通过尾波干涉法对颗粒材料中的织物变化进行时延监测

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The determination of wave velocities in soils captures an important role for small-strain parameter in constitutive modeling as well as in monitoring processes of the state. The wave velocity differs substantially with the porosity, surrounding pressure, degree of saturation and other parameters in soils. In particular when the environmental conditions are non-stationary. For studying the change of state parameters in granular materials, the identification of the velocity evolution can be a challenge in particular if the perturbations are small. We discuss the application of a new seismic method for geotechnical experiments—the Coda wave interferometry. The method is used to detect the wave velocities change related to small soil perturbations. Whereas the perturbations are caused by small changes in stress and void ratio. Different material, well-known sands and artificial glass beads are analysed in this experimental study by conventional volume measurements and seismic methods to detect the stress and porosity changes. The wave excitation and recording was done by piezoceramic bender elements. In result of the tests, the coda wave interferometry emphasized its large potential for the time-lapse monitoring of soils.
机译:土壤中波速的确定对于本构模型以及状态监测过程中的小应变参数起着重要作用。波速随土壤的孔隙率,周围压力,饱和度和其他参数而有很大不同。特别是在环境条件不稳定的情况下。为了研究粒状材料中状态参数的变化,特别是在扰动较小的情况下,确定速度演化可能是一个挑战。我们讨论了一种新的地震方法在岩土实验中的应用-Coda波干涉法。该方法用于检测与小的土壤扰动有关的波速变化。而扰动是由应力和空隙率的微小变化引起的。在本实验研究中,通过常规的体积测量和地震方法分析了不同的材料,知名的沙子和人造玻璃珠,以检测应力和孔隙率的变化。波激励和记录是通过压电陶瓷弯曲元件完成的。测试结果表明,尾波干涉测量法强调了其在土壤随时间推移监测方面的巨大潜力。

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