Consolidation parameters in silts from varied rate CPTU tests

IF 0.9 Q4 GEOSCIENCES, MULTIDISCIPLINARY
A. Bihs, M. Long, S. Nordal, P. Paniagua
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引用次数: 2

Abstract

The interpretation of dissipation tests from cone penetration tests (CPTU) in silt is often considered challenging due to the occurrence of an unknown degree of partial consolidation during penetration which may influence the results significantly. The main objective of the present study is to investigate the influence of penetration rate and hence partial consolidation in silt deposits on the interpretation of consolidation parameters. Rate dependency studies have been carried out so as to give recommendations on how to establish design consolidation parameters in silts and consider the effect of partial consolidation on the development of design parameters. A comprehensive field and laboratory research program has been conducted on a silt deposit in Halsen-Stj?rdal, Norway. Alongside performing various rate penetration CPTU tests with rates varying between 0.5 mm/s and 200 mm/s, dissipation tests were executed to analyze the consolidation behaviour of the soil deposit. Furthermore, a series of soil samples have been taken at the site to carry out high quality laboratory tests. Correction methods developed for non-standard dissipation tests could be successfully applied to the silt deposit indicating partial consolidation. The results revealed an underestimation of the coefficient of consolidation if partial consolidation is neglected in the analysis, emphasizing the importance of considering the drainage conditions at a silt site thoroughly. To study the drainage conditions of a soil deposit a recently proposed approach has been applied introducing a normalized penetration rate to differentiate between drained and undrained behaviour during penetration. It is suggested that a normalized penetration rate of less than 0.1–0.2 indicate drained behaviour while a normalized penetration rate above 40–50 indicate undrained behaviour. Finally, available dissipation test data from a Norwegian Geo-Test Site (NGTS) in Halden, Norway have been used to successfully verify the recommendations made for silts.
从不同速率CPTU试验中得到的泥沙固结参数
淤泥中锥贯入试验(CPTU)耗散试验的解释通常被认为是具有挑战性的,因为在贯入过程中会发生未知程度的部分固结,这可能会显著影响结果。本研究的主要目的是探讨泥沙沉积物的侵彻速率和部分固结对固结参数解释的影响。进行了速率相关性研究,对如何建立泥沙的设计固结参数提出建议,并考虑部分固结对设计参数制定的影响。对Halsen-Stj? ?的一个淤泥沉积进行了全面的实地和实验室研究计划。rdal,挪威。除了进行速率在0.5 mm/s到200 mm/s之间的不同速率贯入CPTU试验外,还进行了耗散试验,以分析土壤沉积物的固结行为。此外,还在现场采集了一系列土壤样本,以便进行高质量的实验室测试。针对非标准耗散试验开发的修正方法可以成功地应用于部分固结泥沙。结果表明,如果在分析中忽略部分固结,则固结系数会被低估,强调了充分考虑淤泥场地排水条件的重要性。为了研究土壤沉积物的排水条件,最近提出了一种方法,引入标准化的渗透速率来区分渗透过程中的排水和不排水行为。结果表明,归一化渗透率小于0.1-0.2表示排水,而高于40-50的归一化渗透率表示不排水。最后,来自挪威哈尔登地质试验场(NGTS)的可用耗散试验数据已被用于成功验证对泥沙提出的建议。
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来源期刊
AIMS Geosciences
AIMS Geosciences GEOSCIENCES, MULTIDISCIPLINARY-
自引率
7.70%
发文量
31
审稿时长
8 weeks
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