基于常规分析的惠灵顿填海工程的液化危害

Claudio Cappellaro, Riwaj Dhakal, M. Cubrinovski
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引用次数: 0

摘要

在 2016 年的 Kaikōura 地震中,惠灵顿港(CentrePort)的填海填料发生了严重的液化诱发损害,但在惠灵顿中部较老和较浅的填海区域,几乎没有或根本没有关于损害的报道。因此,近期的研究主要集中于了解港口的液化危害,而对于中心港以外惠灵顿填海的填土特征和液化潜力仍知之甚少。本研究利用全面的实地调查数据,包括在惠灵顿海滨地区港口内外新进行的 58 次锥入度试验 (CPT),以及我们之前在 CentrePort 研究中进行的 100 多次锥入度试验,来描述惠灵顿填海填土的抗液化能力。岩土工程数据首先用于定义简化的示意性土壤剖面,并确定不同填海区域填土的特征 CPT 参数值(第 25-50-75 百分位数)。这些分析凸显了不同填海区域的土壤剖面的差异,以及基于传统 CPT 评估的抗液化能力估算的相对相似性,尽管这些填海工程的施工年代、技术和使用的材料各不相同。根据 CPT 数据对填海填料进行常规液化评估,然后针对一系列与惠灵顿相关的地震情况和地动强度,在更广阔的海滨地区进行评估。对于近期发生的地震,液化现象的预测严重程度与观测严重程度之间的对应关系因地震事件和观测区域而异。然后,在惠灵顿地震灾害的背景下,针对特征重现期讨论了液化发生的可能性和液化影响的严重性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Liquefaction hazard of Wellington reclamations based on conventional analysis
Severe liquefaction-induced damage occurred in reclamation fills at the port of Wellington (CentrePort) in the 2016 Kaikōura earthquake, but little or no damage was reported in areas of older and shallower reclamations in central Wellington. Recent studies have therefore primarily focused on understanding the liquefaction hazard of the port, while little is still understood with regards to the fill characteristics and liquefaction potential of the Wellington reclamations outside CentrePort. This study utilizes data from comprehensive field investigations, including 58 new cone penetration tests (CPTs) performed both within and outside the port in the Wellington waterfront area, supplemented with over 100 CPTs from our previous studies at CentrePort, to characterize the liquefaction resistance of the reclaimed fills in Wellington. The geotechnical data is first used to define simplified schematic soil profiles and to determine characteristic CPT parameter values (25th–50th–75th percentiles) for fills encountered in different reclamation areas. These analyses highlight differences in the soil profiles, and the relative similarity in the estimate of liquefaction resistance based on conventional CPT-based assessment, of fills encountered in different reclamation areas despite differences in the age, techniques, and materials employed in the construction of these reclamations. Conventional liquefaction assessments of reclamation fills based on CPT data are then performed over the wider waterfront area for a range of earthquake scenarios and ground motion intensities relevant for Wellington. For recent, past earthquakes, correspondence between predicted and observed severity of the manifestations of liquefaction vary depending on the earthquake event and area of observations. Likelihood of liquefaction occurrence and severity of the effects of liquefaction are then discussed for characteristic return periods, in the context of the seismic hazard of Wellington.
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