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Probability risk assessment of landslides: A case study at Finneidfjord

机译:滑坡概率风险评估:以Finneidfjord为例

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Probabilistic risk assessments are increasingly being considered the most appropriate framework for engineers to systematically base decisions on hazard mitigation issues. This paper aims to show the advantages of a quantitative risk assessment by application to a historical case study. The generalized integrated risk assessment framework has been applied retrospectively to a submarine landslide that occurred in 1996 near the village of Finneidfjord in northern Norway. Over 1 million cubic metres of predominantly quick clay was displaced. Even though it was triggered underwater on the embankment of the Sorfjord, the retrogressive nature of the slide resulted in it encroaching 100-150 m inland. The triggering mechanism is believed to have been the placement of fill, from a nearby tunnelling project, on the foreshore of the embankment. This paper is a retrospective quantitative evaluation of the risk to the neighbouring houses, the persons in those houses, and the persons in open spaces caused by the placement of increasing levels of embankment fill. A probabilistic approach, making use of second-moment modelling and first-order second-moment approximation is adopted. It aims to demonstrate the advantages of this type of risk assessment in understanding complex and integrated hazards, particularly those in populated environments.
机译:越来越多的概率风险评估被认为是工程师系统地基于危害缓解问题做出决策的最合适框架。本文旨在通过将其应用于历史案例研究来展示定量风险评估的优势。广义综合风险评估框架已追溯应用于1996年挪威北部Finneidfjord村附近发生的海底滑坡。超过100万立方米的主要快速粘土被置换。尽管滑坡是在索尔峡湾路堤的水下触发的,但滑坡的倒退性导致滑坡侵蚀了100-150 m的内陆地区。据认为,触发机制是在附近的隧道工程中将填土物放置在路堤的前岸。本文是对由于增加路堤填筑量而对邻近房屋,房屋中的人员以及空地中人员的风险进行的回顾性定量评估。采用了一种概率方法,该方法利用了第二矩建模和一阶第二矩逼近。它旨在证明这种风险评估在理解复杂和综合危害(尤其是在人口稠密环境中的危害)方面的优势。

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