The use of tactile pressure sensors for horizontal stress measurements on a large flexible Calibration Chamber

IF 1.2 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL
G. S. Domingos, C. Pinto, F. Danziger, Arthur V. S. Pinheiro, T. Lunne
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引用次数: 2

Abstract

Large flexible calibration chambers (CC) to evaluate and develop interpretation methods for cone penetration tests (CPT) in cohesionless soils have been used since the late 1960s. Nevertheless, only average boundary stress values are known in almost all tests already performed. Tactile Pressure Sensors represent a useful tool to assess the stress distribution in an area under loading and have been applied in some geotechnical studies. The present study presents the results of CPTs carried out on a large flexible CC in a very loose and a medium dense fine quartz sand. Tactile pressure sensors were placed on the walls of the CC, allowing the measurement of horizontal stresses and their spatial distribution in all test phases: sample formation, lateral and cavity cell filling, piston filling, sample stressing, and CPT. In particular, the Tactile Pressure Sensors were able to measure the horizontal stresses before the cavity and lateral cell filling, i.e. when no information is available about the horizontal stresses in regular tests. The measurements contribute to the discussion on the influence of the CC boundaries on the test results. The results encourage the use of tactile pressure sensors in a more routinely base in large flexible CC testing.
使用触觉压力传感器在大型柔性校准室上进行水平应力测量
自20世纪60年代末以来,大型柔性校准室(CC)一直用于评估和开发无黏性土壤中锥体穿透试验(CPT)的解释方法。然而,在几乎所有已经进行的试验中,只有平均边界应力值是已知的。触觉压力传感器是评估受载荷区域应力分布的有效工具,已在一些岩土工程研究中得到应用。本研究介绍了在非常松散和中致密的细石英砂中对大型柔性CC进行CPTs的结果。触觉压力传感器被放置在CC的壁上,允许测量水平应力及其在所有测试阶段的空间分布:样品形成,侧向和腔室填充,活塞填充,样品应力和CPT。特别是,触觉压力传感器能够在空腔和侧细胞填充之前测量水平应力,即在常规测试中没有关于水平应力的信息时。这些测量有助于讨论CC边界对测试结果的影响。该结果鼓励在大型柔性CC测试中更常规地使用触觉压力传感器。
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来源期刊
CiteScore
3.60
自引率
15.80%
发文量
26
期刊介绍: International Journal of Physical Modelling in Geotechnics contains the latest research and analysis in all areas of physical modelling at any scale, including modelling at single gravity and at multiple gravities on a centrifuge, shaking table and pressure chamber testing and geoenvironmental experiments.
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