2016
DOI: 10.1016/j.geomorph.2015.10.018
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GIS multi-criteria decision analysis for assessment and mapping of neotectonic landscape deformation: A case study from Crete

Abstract: This study of drainage systems in a tectonically active region is based on the Geographical Information Systems (GIS) integration of data from an analytic hierarchy process (AHP) and a weighted linear combination (WLC) procedure with multiple criteria 2 data. A set of thematic maps were produced, based on existing geological maps and freelyavailable ASTER Global DEM elevation data, using various geological information (i.e. lineaments and lithologies), geomorphometric indices (i.e. slope gradient, drainage den… Show more

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Cited by 43 publications
(46 citation statements)
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References 76 publications
(102 reference statements)
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“…Moreover, the fact that the seismic intensity decreases (attenuates) with distance to faults, a cost distance parameter from the pilot site to the recorded faults was acknowledged (Cooke 1997). The geological formations were also considered as another parameter in this hazard map development process, since deep, weak soils tend to amplify and prolong the seismic waves shaking more than the stronger rock bed (Argyriou et al 2016). All the datasets were implemented into a GIS environment following appropriate standardization, rating, and ranking of the datasets (Argyriou et al 2016).…”
Section: Earthquake Hazardmentioning
confidence: 99%
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“…Moreover, the fact that the seismic intensity decreases (attenuates) with distance to faults, a cost distance parameter from the pilot site to the recorded faults was acknowledged (Cooke 1997). The geological formations were also considered as another parameter in this hazard map development process, since deep, weak soils tend to amplify and prolong the seismic waves shaking more than the stronger rock bed (Argyriou et al 2016). All the datasets were implemented into a GIS environment following appropriate standardization, rating, and ranking of the datasets (Argyriou et al 2016).…”
Section: Earthquake Hazardmentioning
confidence: 99%
“…The geological formations were also considered as another parameter in this hazard map development process, since deep, weak soils tend to amplify and prolong the seismic waves shaking more than the stronger rock bed (Argyriou et al 2016). All the datasets were implemented into a GIS environment following appropriate standardization, rating, and ranking of the datasets (Argyriou et al 2016). The reason is that in order to combine them in a single analysis, each cell for each factor needed to be reclassified into a common hazard assessment scale such as 1 to 10, with 10 being a location with the highest likelihood or severity of the hazard occurrence.…”
Section: Earthquake Hazardmentioning
confidence: 99%
“…aggregation, is occupied by AHP (Analytic Hierarchy Process; Saaty, 1990), which is again based on the additive weighting model (Argyriou, Teeuw, Rust, & Sarris, 2016). The main difference here is in the weights calculation, which is achieved using a preference matrix where each criterion is compared to all others in a pairwise comparison.…”
Section: Literature Reviewmentioning
confidence: 99%
“…This technique is more reliable than SAW, since it allows for checking the weights (again derived by expert judgment) assigned to the criteria in terms of consistency using the pairwise comparison, and calculating the consistency index (Dedemen, 2013). This technique is widely used in the literature to solve many different problems: for example, Argyriou et al (2016) used AHP to map neotectonic landscape deformations in Crete. In Ş ener, Süzen, and Doyuran (2006) AHP was used to identify suitable location for landfills, Zhu and Dale (2001) developed a web AHP tool to solve complex multicriteria environmental problems, and Akash, Mamlook, and Mohsen (1999) used it to identify suitable locations for power plants.…”
Section: Literature Reviewmentioning
confidence: 99%
“…Depending on the different features, the buffer zone characteristics are as follows; 0.25 km from electricity networks and vehicular roads, 1 km from farm pumps, water wells, residential areas, railways and paved roads and 5 km from pipelines and airports. The above assigned buffer zone dimensions are determined based on Argyriou et al [49], and suitable and unsuitable areas are screened. Then, the suitable area is divided into 5 km × 7 km units using ArcGIS in ESRI.…”
Section: Gis Technique For Identifying the Potential Candidate Site Fmentioning
confidence: 99%