首页> 外文会议>International Symposium on Water Resources and the Urban Environment; 20031109-10; Wuhan(CN) >Relationship between Compressive Strength and Primary Wave Velocity of Grouting Soil
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Relationship between Compressive Strength and Primary Wave Velocity of Grouting Soil

机译:灌浆土抗压强度与初波速度的关系

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摘要

Ultrasonic test technique has been widely used in the inspecting of the quality of grouting. The paper mainly discusses the relationship between compressive strength and primary wave velocity of grouting soil. Four types of grouting soil samples: silt, sand, clay and grit samples, were studied. Ultrasonic test was conducted on primary wave velocity of grouting soil, and compressive test was used to determine compressive strength of grouting soil. Moreover, the data of test had been deducted by the analysis of mathematical statistic. The results suggest that compressive strength and primary wave velocity of grouting soil are correlated and the correlation is exponential function.
机译:超声波测试技术已广泛用于灌浆质量检查中。本文主要讨论了灌浆土的抗压强度与初波速度之间的关系。研究了四种灌浆土壤样品:淤泥,沙子,粘土和砂砾样品。对灌浆土的初波速度进行超声波测试,并通过压缩试验确定灌浆土的抗压强度。此外,通过对统计数​​据的分析,得出了测试数据。结果表明,灌浆土的抗压强度与初次波速相关,且呈指数函数关系。

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