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Stress Dependency of Shear-Wave Velocity Measurements in Soils

机译:土中剪切波速度测量的应力依赖性

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摘要

Based on an extensive in situ shear-wave velocity (V_S) database, this study aims to not only examine the stress-dependent characteristics of in situ V_S from a generalized V_S-stress model [V_S = α × (σ'_c)~β], but also provide valuable reference information on site-specific stress-dependency of V_S for global geotechnical sites. For in situ V_S, the site-specific material constants (α and β) at each site had wider ranges when compared to typical values reported from laboratory tests. This is mainly attributed to different test conditions and inherent in situ site characteristics. The in situ-based site-specific material constants in this study are compared with laboratory-based material constants suggested in previous studies. Evidently, each α-β trend varies on laboratory tests and in situ tests and a unified relationship is appropriate only when β is less than 0.5. Thus, separate relationships between material constants are proposed for laboratory-based and in situ-based measurements. The results imply that the new models should be developed to apply in situ data.
机译:基于广泛的原位横波速度(V_S)数据库,本研究不仅旨在从广义V_S应力模型[V_S =α×(σ'_c)〜β]检验原位V_S的应力相关特性。 ],还提供了有关全球岩土站点V_S特定于站点的应力依赖性的有价值的参考信息。对于原位V_S,与实验室测试报告的典型值相比,每个位置的特定位置材料常数(α和β)的范围更广。这主要归因于不同的测试条件和固有的现场特性。将本研究中基于现场的特定位置材料常数与先前研究中建议的基于实验室的材料常数进行比较。显然,每种α-β趋势在实验室测试和原位测试中都不同,并且仅当β小于0.5时,才有统一的关系。因此,提出了用于基于实验室和基于原位的测量的材料常数之间的单独关系。结果表明,应开发新模型以应用原位数据。

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