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Probabilistic Analysis of Slope Stability and Landslide Risk Assessmentстатья
- Авторы: Fomenko I.K., Zerkal O.V., Kurguzov K.V., Shubina D.D.
- Сборник: Disaster & Development
- Серия: 1-2
- Том: 8
- Год издания: 2019
- Место издания: National Institute of Disaster Management NIDM (Ministry of Home Affairs, Government of India) New Delhi
- Первая страница: 11
- Последняя страница: 19
- Аннотация: Provision of social and economic safety is one of the main concerns during territory development with high risks of landslides activities. This issue requires geological risks assessments. Probability evaluation of landslides activity is one of the main parameters in the quantitative evaluation of geological risk. An application of probability analysis for quantitative evaluation of slopes stability is proposed for risk assessment. It allows characterizing threats by the means of quantitative evaluation. The substantial idea of probability analysis is probability function determination of the factor of safety (FOS) that depends on the input distribution of the physical and mechanical soil parameters of the analyzed slope, as well as other slope activity factors. This article shows the results of slope stability probabilistic analysis and of the quantitative risk assessment of landslide activity at the studied construction site. For the implemented risk analysis an assumption was made that economic losses depend primarily on the deformation level of the structure foundations.
- Добавил в систему: Фоменко Игорь Константинович
Прикрепленные файлы
| № | Имя | Описание | Имя файла | Размер | Добавлен |
|---|---|---|---|---|---|
| 1. | Полный текст | Probabilistic_Analysis_of_Slope_Stability.pdf | 1,1 МБ | 8 марта 2021 [ifolga] |