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Early detection of first-time slope failures using acoustic emission measurements : large-scale physical modelling

机译:使用声发射测量及早发现首次边坡破坏:大规模物理建模

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摘要

Early warning systems for slope instability need to alert users of accelerating slope deformation behaviour to enable safety-critical decisions to be made. This study shows that acoustic emission (AE) monitoring of active waveguides (i.e. a steel tube with a granular backfill surround installed through a slope) can both detect shear surface development and quantify increasing rates of movement during slope failure, thereby providing an early detection of slope instability. A large-scale physical model was designed and built to simulate slope failures on elements of soil, through which full-scale active waveguides were installed. A shear surface develops in each test and the sliding mass accelerates during failure, reaching velocities greater than 300 mm/h and shear deformations of 50 mm. Continuous measurementswere obtained to examine the behaviour of activewaveguides subjected to first-time slope failure dynamics (i.e. development of new shear surfaces and accelerating deformation behaviour). Comparisons with continuous subsurface deformation measurements show that AE detection began during shear surface formation, and AE rates increased proportionally with displacement rates as failure occurred. Empirical AE rate–slope velocity relationships are presented for three granular backfill types, which demonstrate that generic AE rate–slope velocity relationships can be obtained for groups of backfill types; these relationships allow displacement rates to be quantified from measured AE rates to provide early detection of slope instability. © 2017, ICE Publishing. All rights reserved.
机译:边坡失稳的预警系统需要提醒用户加速的边坡变形行为,以便做出对安全性至关重要的决策。这项研究表明,对有源波导(即,通过斜坡安装有颗粒状回填物的钢管)的声发射(AE)监视既可以检测剪切面的发展,也可以量化在斜坡破坏过程中运动的速率,从而提供了早期检测。边坡失稳。设计并建立了一个大型物理模型来模拟土壤要素上的边坡破坏,并通过该模型安装了全尺寸有源波导。在每个测试中都会形成剪切表面,并且在破坏过程中滑动质量会加速,达到大于300 mm / h的速度和50 mm的剪切变形。进行了连续测量,以检查有源波导在首次倾斜失效动力学下的行为(即开发新的剪切面并加速变形行为)。与连续地下变形测量的比较表明,在剪切面形成过程中开始进行AE检测,并且随着破坏的发生,AE速率与位移速率成比例地增加。给出了三种颗粒回填类型的经验AE速率-斜率速度关系,这表明可以为各组回填类型获得通用AE速率-斜率速度关系。这些关系使位移速率可以从测得的AE速率中进行量化,以提早检测斜坡不稳定性。 ©2017,ICE出版。版权所有。

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