瞬态流动压电锥试验:孔隙弹性模型

Vicente Mafra, Gracieli Dienstmann
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引用次数: 1

摘要

用于锥压接的速度标准为20毫米/秒。因此,以沙土为主的土壤往往表现出排水行为,因此可以根据有效应力进行分析;而主要是粘土的土壤往往表现出不排水的行为,这使得基于总应力的分析成为可能。然而,对于混合物或粉质土壤,排水可能是部分的。在这种情况下,锥壁上的孔隙压力发生了变化,无法可靠地获得土壤参数。本研究旨在识别具有中间渗透性特征的CPTu土壤的排水行为。摘要为评价试验过程中的排水行为,提出了一种摘要:CPTu(孔隙压力测量锥贯入试验)是一种广泛用于获得土壤岩土性能和地层特征的试验。一般情况下,测试中使用的速度为20毫米/秒,假设这个速度,大部分沙土往往表现出排水行为,则分析是基于有效应力;= =地理= =根据美国人口普查,这个县的总面积为,其中土地和(0.984平方公里)水。= =地理= =根据美国人口普查局的数据,该县总面积为,其中土地和(1.5%)水。在这种情况下,圆锥上的孔隙压力发生了变化,得到的土壤参数不可靠。本研究的目的是确定提交给CPTu的中等渗透性土壤的排水行为。为了评估试验过程中的排水行为,建立了简化的圆柱形腔膨胀半解析模型。= =地理= =根据美国人口普查,这个县的面积为。德鲁克-Praguer准则是adopted使用非线性剪切模块。= =地理= =根据美国人口普查,这个县的总面积为,其中土地和(2.641平方公里)水。= =地理= =根据美国人口普查,这个县的总面积为,其中土地和(0.964平方公里)水。= =地理= =根据美国人口普查,该县的总面积为,其中土地和(3.064平方公里)水。= =地理= =根据美国人口普查局的数据,该县总面积为,其中土地和(1.)水。= =地理= =根据美国人口普查局的数据,这个城镇的总面积,其中土地和(1.)水。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Ensaio de piezocone em fluxo transitório: Modelagem poroelástica
velocidade utilizada para a cravação do cone é padronizada a 20 mm/s. Dessa forma, solos predominantemente arenosos tendem a apresentem comportamento drenado, sendo possível a análise baseada em tensões efetivas; e solos predominantemente argilosos tendem a apresentar comportamento não drenado, sendo possível a análise baseada em tensões totais. Contudo, para misturas ou solos siltosos a drenagem pode ser parcial. Nessa condição, a poropressão nas paredes do cone fica alterada e impossibilita a obtenção dos parâmetros do solo de forma confiável. O presente trabalho visa identificar o comportamento de drenagem de solos submetidos ao CPTu com características intermediárias de permeabilidade. Para avaliar o comportamento de drenagem durante a execução do ensaio, foram desenvolvidos ABSTRACT: CPTu (cone penetration tests with pore pressure measurements) is a test widely used to obtain geotechnical properties and stratigraphic characterization of the soil. In general, the speed used in the test is 20 mm / s. When assuming this speed, predominantly sandy soils tend to show drained behavior, the analysis is then based on effective tensions; and predominantly clay soils tend to show undrained behavior, in this case, the analyze is based on total stresses. However, for mixtures or silty soils, drainage may be partial. In this condition, the pore pressure on the cone is altered and obtaining soil parameters is not reliable. The present work aims to identify the drainage behavior of intermediate permeability soils submitted to CPTu. To evaluate the drainage behavior during the execution of the test, simplified semi-analytical models of cylindrical cavity expansion were developed. These models are based on the theories of poromechanics presented by Biot (1941). The Drucker-Praguer criterion was adopted using a non-linear shear module. From the developed models, parametric analysis was performed in relation to hydraulic conductivity. The generated curves were compared with field data from gold tailings deposits. The focus of parametric analysis is on drainage behavior. Theoretical drainage curves were characterized. Thus it is possible to relate the speed of expansion with the degree of drainage.
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