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首页> 外文期刊>Arabian journal of geosciences >Detection of anti-seepage effect of building stress wall structure based on transient Rayleigh surface wave method
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Detection of anti-seepage effect of building stress wall structure based on transient Rayleigh surface wave method

机译:基于瞬态瑞利表面波法的建筑应力壁结构防渗效应的检测

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摘要

Aiming at the problem that the traditional core drilling detection method has certain damage to the impervious body, and the detection points are limited, which leads to the limitation of the evaluation results; this paper proposes a detection method of seepage control effect of building stress wall structure based on transient Rayleigh surface wave method. The wave velocity of Rayleigh wave under plane stress is obtained by combining wave equation with plane stress. Under the three boundary conditions, it is theoretically feasible to detect the cutoff wall with transient Rayleigh surface wave technique. Therefore, based on the transient Rayleigh surface wave theory, the 24 channel broadband signal input channel and the minisis24 integrated engineering detector with advanced computer are used as the carrier to detect the anti-seepage effect of the stress wall structure. The practical engineering test shows that the permeability coefficient of the wall measured by this method is in good agreement with the core drilling method, and it is a reliable non-destructive testing method for wall anti-seepage.
机译:针对传统的核心钻探检测方法对不透水机身有一定损害的问题,检测点受到限制,这导致评估结果的限制;本文提出了一种基于瞬态瑞利表面波法的构建应力壁结构渗流控制效果的检测方法。通过与平面应力组合的波方程来获得平面应力下的瑞利波的波速。在三个边界条件下,检测具有瞬态瑞利表面波技术的截止墙是理论上可行的。因此,基于瞬态瑞利表面波理论,24通道宽带信号输入通道和具有高级计算机的MiniSIS24集成工程检测器用作载体以检测应力壁结构的防渗效果。实际工程试验表明,通过该方法测量的壁的渗透系数与核心钻井方法吻合良好,并且是墙壁防渗的可靠的非破坏性测试方法。

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