dot
Detailansicht
Katalogkarte GBA
Katalogkarte ISBD
Suche präzisieren
Drucken
Download RIS
Hier klicken, um den Treffer aus der Auswahl zu entfernen
Titel Prospects and limitations for determining the parameters in physical-based regional landslide susceptibility model using back analysis technique
VerfasserIn Jia-Jyun Dong, Chia-Nan Liu, Yan-Cheng Lin, Ci-Ren Chen
Konferenz EGU General Assembly 2010
Medientyp Artikel
Sprache Englisch
Digitales Dokument PDF
Erschienen In: GRA - Volume 12 (2010)
Datensatznummer 250034933
 
Zusammenfassung
Landslide susceptibility analysis is crucial from viewpoint of hazard mitigation. Statistical and deterministic approaches are frequently adopted for landslide susceptibility analysis. Based on physical models, deterministic approaches are superior to the statistical approaches for they fully take the mechanical mechanisms into account. However, it is difficult to input the appropriate mechanical parameters (including strength and hydraulic) in a deterministic model. Back analysis is a promising way to calibrate the required parameters though few researches have paid attention to evaluate the performance of back analysis approach. This research use hypothetical cases (100 cells) to investigate the prospects and limitations for estimating the parameters of a deterministic model by using back-analysis approach. Based on the assigned hydraulic and strength parameters, the corresponding safety factor and landslide inventory (cell with safety factor less than 1), as well as the depth of ground water table for each cell, were calculated using a deterministic model, TRIGRS. The landslide inventory derived from the forward calculation is then used to back-calculate the pre-assigned parameters. Two scenarios of back analysis approaches were examined in this research. The results reveal that the non-uniqueness of back-analyzed hydraulic and strength parameters is detrimental to the performance if only the landslide inventory is utilized to back-calculate the parameters. However, the performance of back-calculation will be improved if the spatial and temporal variation of ground water table is used to calibrate the hydraulic parameters first. Thereafter, the multiple landslide inventories are hopefully helpful to soothe the non-uniqueness on back-calculating the hydraulic and strength parameters for a deterministic landslide susceptibility analysis in regional scale.