4.7 Article

Sequential reduction of slope stability uncertainty based on temporal hydraulic measurements via the ensemble Kalman filter

期刊

COMPUTERS AND GEOTECHNICS
卷 95, 期 -, 页码 147-161

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2017.09.019

关键词

Data assimilation; Ensemble Kalman filter; Finite elements; Random fields; Slope reliability; Spatial variability

资金

  1. Marie Curie Career Integration Grant [333177]
  2. Geo-Engineering Section of Delft University of Technology
  3. China Scholarship Council (CSC)

向作者/读者索取更多资源

A data assimilation framework, utilising measurements of pore water pressure to sequentially improve the estimation of soil hydraulic parameters and, in turn, the prediction of slope stability, is proposed. Its effectiveness is demonstrated for an idealised numerical example involving the spatial variability of saturated hydraulic conductivity,. It is shown that the estimation of generally improves with more measurement points. The degree of spatial correlation of influences the improvement,in the predicted performance, as does the selection of initial input statistics. However, the results are robust with respect to moderate uncertainty in the spatial and point statistics.

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