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In situ dynamic piezocone penetrometer tests in natural clayey soils — a reappraisal of strain-rate corrections

机译:在天然黏性土壤中进行原位动态压电锥穿度计测试-应变率校正的重新评估

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摘要

Cone penetration testing with pore pressure measurement (CPTU) is a cost- and time-efficient way of collecting in situ geotechnical parameters of near-surface marine soils for cable and pipeline tracks, offshore foundations, and geohazard identification. The measured dynamic CPTU parameters (cone penetration resistance, sleeve friction, pore pressure) are higher than the measured static CPTU parameters. This mismatch is caused by the different penetration rates used for dynamic and static CPTU tests (dynamic tests have up to 500 times higher penetration rates than the static tests; i.e., with the commonly used 2 cm/s penetration rate). This study presents comprehensive Calypso piston and gravity core as well as dynamic and static CPTU datasets acquired in the landslide-prone S?rfjorden area (Finneidfjord, northern Norway). The fjord-marine sediments at the study site are characterized as normally consolidated to slightly over consolidated clay-dominated soils with embedded layers of sandy silt to sand. The dynamic CPTU results were corrected to match the nearby static CPTU (i.e., distance less than 10 m) using strain-rate factors (SF) derived from three known correction methods. Based on a statistical test and visual comparison of dynamic and static CPTU profiles, the modified inverse sin-hyperbolic correction method is found to be best suited for the strain-rate correction of dynamic CPTU tests, and results in SF less than 1.35 for the corrected cone penetration resistance and up to 2.4 for the sleeve friction. Our data illustrate a positive correlation between penetration rate and penetration depth, which is governed by the consolidation state of the clays. The good agreement between SF-corrected dynamic CPTU data from 34 deployments (acquired within less than 36 h shiptime) with data obtained from static CPTU and laboratory experiments on sediment cores further demonstrates that the MARUM dynamic CPTU device is a powerful tool for characterizing the properties of surficial seafloor sediments in shallow-water environments.
机译:使用孔隙压力测量(CPTU)进行锥孔渗透测试是一种收集电缆和管道,近海地基和地质灾害识别的近地表海洋土壤的原位岩土参数的经济高效的方法。测得的动态CPTU参数(圆锥穿透阻力,套筒摩擦力,孔隙压力)高于测得的静态CPTU参数。这种不匹配是由用于动态和静态CPTU测试的渗透率不同引起的(动态测试的渗透率是静态测试的500倍;即通常使用2 cm / s的渗透率)。这项研究提供了在容易发生滑坡的S?rfjorden地区(挪威北部Finneidfjord)获得的综合Calypso活塞和重力核心以及动态和静态CPTU数据集。研究地点的峡湾-海洋沉积物的特征是通常固结为略微固结的粘土为主的土壤,其中埋藏着一层由粉砂到沙的层。使用从三种已知校正方法得出的应变率因子(SF)对动态CPTU结果进行校正,以匹配附近的静态CPTU(即距离小于10 m)。基于统计测试以及动态和静态CPTU轮廓的视觉比较,发现改进的反正弦双曲校正方法最适合动态CPTU测试的应变率校正,并且校正后的SF小于1.35锥锥的抗穿透性和高达2.4的套筒摩擦力。我们的数据说明了渗透速率与渗透深度之间的正相关关系,这取决于粘土的固结状态。来自34个部署的SF校正动态CPTU数据(在不到36小时的船期内获得)与从静态CPTU获得的数据以及沉积物岩心的实验室实验之间的良好一致性进一步表明,MARUM动态CPTU设备是表征特性的强大工具浅水环境中的表层海底沉积物。

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