Optimal parameter estimation in a landslide motion model using the adjoint method

Mishra, Mohit; Besançon, Gildas; Chambon, Guillaume; Baillet, Laurent

doi:10.23919/ecc51009.2020.9143819

Cited by 3 publications

(1 citation statement)

References 19 publications

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“…Alternatively, another efficient approach is to run a model over time and continually fine-tune the parameters to synchronize with measured data, as in the so-called Kalman filter (or 'observer') approach (Kalman, 1960) (continuous approach). In former studies, we applied both of these approaches to a landslide sliding consolidation model, based on synthetically generated data: see (Mishra et al, 2020a) for the iterative scheme (and 'adjoint method'), and (Mishra et al, 2020b) for the continuous scheme (and observer design). Based on these results, we found that a continuous scheme can be more suitable for the case of time-varying parameters.…”

Section: Introductionmentioning

confidence: 99%

Reconstruction and forecasting of slow-moving landslide displacement using a Kalman Filter approach

Mishra,

Besançon,

Chambon

et al. 2024

Preprint

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Abstract. This work presents an approach for reconstructing displacement patterns and unknown soil properties of slowmoving landslides, using a special form of so-called Kalman filter or observer. The approach relies on a model for the prediction step, with online correction based on available measurements. The observer proposed here relies on a simplified viscoplastic sliding model consisting of a rigid block sliding on an inclined surface. Landslide (slide block) motion is controlled by a balance between gravity and sliding resistance provided by friction, basal pore fluid pressure, cohesion, and viscosity. In order to improve the observer performance upon abrupt changes in parameters, a resetting method is proposed. A novel tuning method, based on a combination of synthetic and actual test cases, is introduced to overcome the sensitivity to observer coefficients. Known parameter values (landslide geometrical parameters and known material properties) as well as water-table height time series are provided as inputs. The observer then reconstructs landslide displacement and the evolution of unknown parameters over time. The case of Super-Sauze landslide (French Alps), with data taken from the literature, is used to illustrate the potential of the approach. Finally, the observer is extended to forecast displacement patterns over different temporal horizons assuming that future water-table height variations are known.

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Section: Introductionmentioning

confidence: 99%