Backward automatic calibration for three-dimensional landslide models

Back-analysis is broadly used for approaching geotechnical problems when monitoring data are available and information about the soils properties is of poor quality. For landslide stability assessment back-analysis calibration is usually carried out by time consuming trial-and-error procedure. This...

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Main Authors: Giacomo Titti, Giulia Bossi, Gordon G.D. Zhou, Gianluca Marcato, Alessandro Pasuto
Format: Article
Language:English
Published: Elsevier 2021-01-01
Series:Geoscience Frontiers
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674987120300839
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spelling doaj-27a60bda607f44bfaef85bacd33c80bc2020-12-05T04:19:14ZengElsevierGeoscience Frontiers1674-98712021-01-01121231241Backward automatic calibration for three-dimensional landslide modelsGiacomo Titti0Giulia Bossi1Gordon G.D. Zhou2Gianluca Marcato3Alessandro Pasuto4DICAM-UNIBO, Department of Civil, Chemical, Environmental and Materials Engineering, Alma Mater Studiorum University of Bologna, Viale Risorgimento 2, Bologna, 40136, Italy; IRPI-CNR, Research Institute for Geo-Hydrological Protection, National Research Council, C.so Stati Uniti, 4, Padova, 35127, ItalyIRPI-CNR, Research Institute for Geo-Hydrological Protection, National Research Council, C.so Stati Uniti, 4, Padova, 35127, Italy; Corresponding author.IMHE-CAS, Key Laboratory of Mountain Hazards and Earth Surface Process/Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Block 4, Renminnanlu Road, Chengdu, 610041, ChinaIRPI-CNR, Research Institute for Geo-Hydrological Protection, National Research Council, C.so Stati Uniti, 4, Padova, 35127, ItalyIRPI-CNR, Research Institute for Geo-Hydrological Protection, National Research Council, C.so Stati Uniti, 4, Padova, 35127, ItalyBack-analysis is broadly used for approaching geotechnical problems when monitoring data are available and information about the soils properties is of poor quality. For landslide stability assessment back-analysis calibration is usually carried out by time consuming trial-and-error procedure. This paper presents a new automatic Decision Support System that supports the selection of the soil parameters for three-dimensional models of landslides based on monitoring data. The method considering a pool of possible solutions, generated through permutation of soil parameters, selects the best ten configurations that are more congruent with the measured displacements. This reduces the operator biases while on the other hand allows the operator to control each step of the computation. The final selection of the preferred solution among the ten best-fitting solutions is carried out by an operator. The operator control is necessary as he may include in the final decision process all the qualitative elements that cannot be included in a qualitative analysis but nevertheless characterize a landslide dynamic as a whole epistemological subject, for example on the base of geomorphological evidence. A landslide located in Northeast Italy has been selected as example for showing the system potentiality. The proposed method is straightforward, scalable and robust and could be useful for researchers and practitioners.http://www.sciencedirect.com/science/article/pii/S1674987120300839Automatic landslide modellingFLAC3DTMBack-analysisOptimizationDecision Support System
collection DOAJ
language English
format Article
sources DOAJ
author Giacomo Titti
Giulia Bossi
Gordon G.D. Zhou
Gianluca Marcato
Alessandro Pasuto
spellingShingle Giacomo Titti
Giulia Bossi
Gordon G.D. Zhou
Gianluca Marcato
Alessandro Pasuto
Backward automatic calibration for three-dimensional landslide models
Geoscience Frontiers
Automatic landslide modelling
FLAC3DTM
Back-analysis
Optimization
Decision Support System
author_facet Giacomo Titti
Giulia Bossi
Gordon G.D. Zhou
Gianluca Marcato
Alessandro Pasuto
author_sort Giacomo Titti
title Backward automatic calibration for three-dimensional landslide models
title_short Backward automatic calibration for three-dimensional landslide models
title_full Backward automatic calibration for three-dimensional landslide models
title_fullStr Backward automatic calibration for three-dimensional landslide models
title_full_unstemmed Backward automatic calibration for three-dimensional landslide models
title_sort backward automatic calibration for three-dimensional landslide models
publisher Elsevier
series Geoscience Frontiers
issn 1674-9871
publishDate 2021-01-01
description Back-analysis is broadly used for approaching geotechnical problems when monitoring data are available and information about the soils properties is of poor quality. For landslide stability assessment back-analysis calibration is usually carried out by time consuming trial-and-error procedure. This paper presents a new automatic Decision Support System that supports the selection of the soil parameters for three-dimensional models of landslides based on monitoring data. The method considering a pool of possible solutions, generated through permutation of soil parameters, selects the best ten configurations that are more congruent with the measured displacements. This reduces the operator biases while on the other hand allows the operator to control each step of the computation. The final selection of the preferred solution among the ten best-fitting solutions is carried out by an operator. The operator control is necessary as he may include in the final decision process all the qualitative elements that cannot be included in a qualitative analysis but nevertheless characterize a landslide dynamic as a whole epistemological subject, for example on the base of geomorphological evidence. A landslide located in Northeast Italy has been selected as example for showing the system potentiality. The proposed method is straightforward, scalable and robust and could be useful for researchers and practitioners.
topic Automatic landslide modelling
FLAC3DTM
Back-analysis
Optimization
Decision Support System
url http://www.sciencedirect.com/science/article/pii/S1674987120300839
work_keys_str_mv AT giacomotitti backwardautomaticcalibrationforthreedimensionallandslidemodels
AT giuliabossi backwardautomaticcalibrationforthreedimensionallandslidemodels
AT gordongdzhou backwardautomaticcalibrationforthreedimensionallandslidemodels
AT gianlucamarcato backwardautomaticcalibrationforthreedimensionallandslidemodels
AT alessandropasuto backwardautomaticcalibrationforthreedimensionallandslidemodels
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