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首页> 外文期刊>Soils and foundations >UNDERWATER RIPRAP REPARATION-AND-REINFORCEMENT TECHNIQUE FOR GRAVITY-TYPE PIERS AND INVESTIGATION OF ITS EFFECTIVENESS
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UNDERWATER RIPRAP REPARATION-AND-REINFORCEMENT TECHNIQUE FOR GRAVITY-TYPE PIERS AND INVESTIGATION OF ITS EFFECTIVENESS

机译:重力式码头水下Riprap修复与加固技术及其效果研究

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摘要

This paper discusses a reinforcement method for pouring high-pressure non-dispersive mortar into underwater piers of riprap, and an integrated detection method for the effectiveness of the reinforcement. For verifying the high-pressure grouting enforcement quality, we apply comprehensive non-destructive geophysical methods including ground penetrating radar (GPR) and elastic wave tomography, incorporating with wave velocity test and point loading strength test for core samples. Elastic wave tomographic results show that the velocity of high-quality pouring region increases and that of the low-quality pouring region is low. GPR profiles indicate that the reflection strength from the interface between solid and hollow concrete layers becomes weak after pouring. Core samples verify these phenomena.
机译:本文讨论了一种将高压非分散砂浆倒入跳石的水下码头的加固方法,以及一种用于加固效果的综合检测方法。为了验证高压注浆的实施质量,我们采用了综合的无损地球物理方法,包括探地雷达(GPR)和弹性波层析成像,并结合了岩心样品的波速测试和点载荷强度测试。弹性波层析成像结果表明,高质量浇注区的速度增加,而低质量浇注区的速度低。 GPR曲线表明,浇筑后,实心和空心混凝土层之间的界面反射强度变弱。核心样本验证了这些现象。

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