首页> 外文会议>Symposium on Geotechnics of High Water Content Materials held in Memphis,Tennessee,on 28-29 January 1999. >In-situ measurement of small strain shear stiffness of high water content contaminated dredge spoils
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In-situ measurement of small strain shear stiffness of high water content contaminated dredge spoils

机译:高含水污染挖泥土小应变剪切刚度的原位测量

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Two intrusive in-situ measurement systems,the C-CORE Shear Wave Profiling System and hte Oxford Univeristy Densimeter,were used to carry out in-situ profiles of bulk density and shear wave velocity in contaminated dredge spoils.The spoils have high water content and,at the time of the survey,exhibited densities in the rnage of 1160 kg/m~3 to 1302 kg/m~3 and undrained shear strengths in the rnage of zero to 2.7 kPa, in the uppermost 3.85 metres of the deposit.The objective of using the above technologies was to provides a profile of in-situ small strain shear stiffness of the deposit through the combination of the bulk density and shear wave velocity measurements.
机译:两种侵入式现场测量系统,即C-CORE剪切波剖析系统和牛津大学密度计,用于对污染的挖泥机土体进行堆积密度和剪切波速度的原地剖面。在调查时,在沉积物最上层3.85米处的平均密度为1160 kg / m〜3至1302 kg / m〜3,不排水的剪切强度为零至2.7 kPa。使用上述技术的目的是通过结合堆积密度和剪切波速度测量值来提供沉积物的原位小应变剪切刚度分布图。

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