Fluvial geomorphic factors affecting liquefaction-induced lateral spreading

IF 3.1 2区 工程技术 Q2 ENGINEERING, CIVIL
Nancy Ingabire Abayo, Ashly Cabas, Ellen Chamberlin, Brina Montoya
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Abstract

Liquefaction-induced lateral displacements represent a major geohazard in earthquake-prone regions, yet the uncertainty associated with their prediction remains notoriously high. Documented observations after recent earthquakes provide evidence that depositional environment-specific geologic conditions play a crucial role in liquefaction susceptibility, and in the severity and spatial extent of liquefaction-induced ground deformations. However, this evidence is largely qualitative in nature, which limits the potential to incorporate the effects of depositional processes and environments in the next generation of lateral spreading predictive models. This study provides a framework to quantitatively assess the relationship between depositional environment-specific geologic factors and lateral spreading by means of simple fluvial geomorphic facies models, geotechnical engineering data (e.g. Cone Penetration Test data), and geospatial analytics. Three hypotheses are introduced and tested using lateral spreading ground deformations observed following the 2011 Christchurch earthquake along the Avon and Heathcote rivers in New Zealand. The results from this study indicate that the presence of an active (i.e. with active sediment deposition) compared to inactive (e.g. abandoned) channels is the most important fluvial geomorphologic variable out of the three tested. The other two are associated with the location relative to the meander bend position, including location within the point bar (inside) or the cut bank (outside), and upstream versus downstream within a given point bar. Findings from this study show that more lateral spreading occurs within point bars, and upstream (within a given point bar) in simple meander bends. However, the presence of geomorphic complexities (e.g. cut banks connected to an incised channel or tributary and/or channel confinement) can challenge the unbiased quantification of the contribution of a single geomorphic variable to the observed lateral displacements. These findings can be applied to other fluvial environments outside of New Zealand, and the proposed framework can be implemented for other non-fluvial depositional settings.
影响液化诱发横向扩张的河流地貌因素
液化引起的侧向位移是地震多发地区的主要地质灾害,但其预测的不确定性仍然很高。近期地震观测资料表明,特定沉积环境的地质条件在液化易感性、液化诱发地面变形的严重程度和空间范围中起着至关重要的作用。然而,这些证据在很大程度上是定性的,这限制了在下一代横向扩张预测模型中纳入沉积过程和环境影响的潜力。本研究提供了一个框架,通过简单的河流地貌相模型、岩土工程数据(如锥贯试验数据)和地理空间分析,定量评估沉积环境特定地质因素与横向扩张之间的关系。本文介绍了三个假设,并利用2011年基督城地震后沿新西兰埃文河和希思科特河观测到的横向扩展地面变形进行了测试。这项研究的结果表明,在三个测试中,活跃(即泥沙沉积活跃)河道与不活跃(如废弃)河道的存在是最重要的河流地貌变量。另外两个与相对于曲流弯曲位置的位置有关,包括点坝内(内部)或切割岸(外部)的位置,以及给定点坝内上游与下游的位置。这项研究的结果表明,在简单的曲流弯中,更多的横向扩散发生在点坝内和上游(在给定的点坝内)。然而,地貌复杂性的存在(例如,与切割河道或支流相连的切割河岸和/或河道限制)可能会挑战单一地貌变量对观察到的横向位移的贡献的无偏量化。这些发现可以应用于新西兰以外的其他河流环境,所提出的框架也可以应用于其他非河流沉积环境。
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来源期刊
Earthquake Spectra
Earthquake Spectra 工程技术-工程:地质
CiteScore
8.40
自引率
12.00%
发文量
88
审稿时长
6-12 weeks
期刊介绍: Earthquake Spectra, the professional peer-reviewed journal of the Earthquake Engineering Research Institute (EERI), serves as the publication of record for the development of earthquake engineering practice, earthquake codes and regulations, earthquake public policy, and earthquake investigation reports. The journal is published quarterly in both printed and online editions in February, May, August, and November, with additional special edition issues. EERI established Earthquake Spectra with the purpose of improving the practice of earthquake hazards mitigation, preparedness, and recovery — serving the informational needs of the diverse professionals engaged in earthquake risk reduction: civil, geotechnical, mechanical, and structural engineers; geologists, seismologists, and other earth scientists; architects and city planners; public officials; social scientists; and researchers.
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