4.6 Article

Fault displacement hazard estimation at lifeline-fault crossings: A simplified approach for engineering applications

期刊

BULLETIN OF EARTHQUAKE ENGINEERING
卷 21, 期 10, 页码 4821-4849

出版社

SPRINGER
DOI: 10.1007/s10518-023-01710-1

关键词

Lifeline-fault crossing; Fault displacement hazard analysis; Fault scaling relations; Seismological parameters; Uncertainties

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Lifelines, such as pipelines, roads, and tunnels, must consider the fault displacement hazard when crossing active tectonic faults. Probabilistic fault displacement hazard analysis (PFDHA) provides a suitable tool for assessing this hazard. A simplified approach for engineering applications is presented, focusing on lifeline-fault crossing and allowing for broader applicability. Investigation of key parameters and their impact on hazard level is included. This approach will be used to approximate fault displacement in Eurocodes.
Lifelines, such as pipelines, roads, and tunnels, are critical infrastructure and when crossing active tectonic faults, a reliable estimation of the fault displacement in case of an earthquake is required. The first and simplest approach is to use empirical fault scaling relations to compute the design fault displacement, but this may result in an unknown level of safety. Thus, the probabilistic fault displacement hazard analysis (PFDHA) is the appropriate tool to assess the fault displacement hazard within a performance-based framework. Based upon an established PFDHA model, we present a simplified approach for engineering applications focusing on the lifeline-fault crossing along with appropriate simplifications and assumptions to extend its applicability to numerous faults. The aim is to provide a structure-independent approach of PFDHA that can be used when a site-specific study is not required, not possible (e.g., absence of recent sediments for dating past events), or too cumbersome, e.g., for lifeline route selection. Additionally, an in-depth investigation is presented on the key parameters, such as maximum earthquake magnitude, fault length, recurrence rate of all earthquakes above a minimum magnitude, and lifeline-fault crossing site, and how they affect the hazard level. This approach will be the basis for deriving hazard-consistent expressions to approximate fault displacement for use within the Eurocodes. The latter is intended to serve as a compromise between hazard-agnostic fault scaling relations and a comprehensive PFDHA, which requires detailed calculations and site-specific seismological data.

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