2018
DOI: 10.1007/s10064-018-1388-1
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A non-uniform spatiotemporal kriging interpolation algorithm for landslide displacement data

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Cited by 21 publications
(7 citation statements)
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“…As the result, a multipoint dataset of mean velocity values in millimetres was produced representing the deformations during the whole study period, 156 days, and the resulted data was exported to an ESRI shapefile in a point feature format in order to be processed after that in ArcGIS. In order to obtain a continuous spatial extent for the mean velocity values of ground-surface deformations and to create the highmoderate-low zonation areas map required with the total ground-surface deformation map for ranking the intensity of the ground-surface deformations in the study area during the study period, interpolation process of the velocity values was performed through inverse distance weighted (IDW) interpolation method since the multipoint dataset of the mean velocity values is interconnected dataset in the spatiotemporal domain (Liu et al, 2019).…”
Section: Landslide Hazard Mappingmentioning
confidence: 99%
“…As the result, a multipoint dataset of mean velocity values in millimetres was produced representing the deformations during the whole study period, 156 days, and the resulted data was exported to an ESRI shapefile in a point feature format in order to be processed after that in ArcGIS. In order to obtain a continuous spatial extent for the mean velocity values of ground-surface deformations and to create the highmoderate-low zonation areas map required with the total ground-surface deformation map for ranking the intensity of the ground-surface deformations in the study area during the study period, interpolation process of the velocity values was performed through inverse distance weighted (IDW) interpolation method since the multipoint dataset of the mean velocity values is interconnected dataset in the spatiotemporal domain (Liu et al, 2019).…”
Section: Landslide Hazard Mappingmentioning
confidence: 99%
“…However, the precondition of establishing a mathematical model is to ensure the integrity and validity of monitoring data. In the process of landslide monitoring, the loss or abnormality of monitoring data caused by monitoring equipment failure or external factors is inevitable [25]. It is essential for irregular data to know whether it is caused by disturbance, gear disappointment, or avalanche distortion to avoid triggering a false alarm.…”
Section: Introductionmentioning
confidence: 99%
“…Owing to the complex geologic structure of the landslides, the deformation of the monitored points at different locations is closely related to the geological features of those locations [25]. This paper provides insights into the types of landslides and the relationship between rainfall and other monitoring data through the analysis of the Zhutoushan landslide monitoring data in China and explores how to evaluate the outlier data using EDA.…”
Section: Introductionmentioning
confidence: 99%
“…In view of this, some scholars have proposed a third kind of the spatio-temporal interpolation method which considers both the temporal correlations and the spatial correlations. Liu et al [24] adopted an uneven spatio-temporal Kriging interpolation algorithm to analyze the landslide displacement. Lenda et al [25] applied four different interpolation algorithms to build a surface model of the slope to analyze the progressive movement of the landslide.…”
Section: Introductionmentioning
confidence: 99%