期刊
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING
卷 15, 期 -, 页码 51-72出版社
TAYLOR & FRANCIS LTD
DOI: 10.1080/19648189.2011.9695304
关键词
landslide; propagation; depth integrated equations; SPH; Bingham fluids; cohesive-frictional fluid
资金
- Geotechnical Engineering Office, Civil Engineering and Development Department of the Government of the Hong Kong SAR
- Spanish MCINN
- EC
This paper deals with a simple yet effective model which can be used for prediction of propagation of fast catastrophic landslides. The main ingredients are: i) a hierarchical set of mathematical models describing the coupled behaviour between solid skeleton and pore fluids. Here we will arrive to a coupled depth integrated model; ii) a theological model describing the behaviour of the fluidized soil; iii) a numerical model to discretize mathematical and rheological models. The model performance has been assessed using a set of benchmark tests, including some provided by the Hong Kong Geotechnical Engineering Office.
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