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Ultrasonic Velocity as a Tool for Physical and Mechanical Parameters Prediction within Geo-Materials: Application on Cement Mortar

机译:超声速度作为地球材料内物理和机械参数预测的工具:在水泥砂浆上的应用

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摘要

This paper discusses the ability of ultrasonic wave velocity to evaluate some physical parameters within mortar. The behavior of ultrasonic pulse velocity within mortar subjected to incremetal stress was also studied. For experimentation, we carried out ultrasonic measurements on mortar samples before and during uniaxial compressive strength, perpendicularly to the stress direction. The water/cement ratios were varied in order to contribute certain specific characteristics. A set of expressions was obtained linking the initial velocities of longitudinal ultrasonic waves with compressive strength, density, porosity and load at elastic limit.The evolution of ultrasonic velocity through mortar samples under continuous incremental uniaxial stress were also investigated. The results illustrated the behavior of ultrasonic pulse velocity as a function of the applied stress. It was observed that velocity did not decrease under initial loading and until about 70% of the ultimate stress, where sudden decrease occurred, followed by the failure of the material.
机译:本文讨论了超声波速度评估砂浆内一些物理参数的能力。还研究了经受增量压力的砂浆内超声波脉冲速度的行为。对于实验,我们在单轴压缩强度之前和在凹凸抗压强度之前和在凹部上进行超声测量,垂直于应力方向。改变水/水泥比以促进某些特异性特征。获得了一组表达式,将纵向超声波的初始速度与弹性限制的抗压强度,密度,孔隙率和负荷连接。还研究了在连续增量单轴应力下通过砂浆样品的超声波速度的演变。结果说明了作为施加应力的函数的超声波脉冲速度的行为。观察到速度在初始装载下没有减少,直到大约70%的最终应力,发生突然减少,然后物质的失效。

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