2009
DOI: 10.1016/j.enggeo.2008.11.007
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Neural network-based model for assessing failure potential of highway slopes in the Alishan, Taiwan Area: Pre- and post-earthquake investigation

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Cited by 69 publications
(42 citation statements)
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References 33 publications
(32 reference statements)
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“…In a study conducted by Hwang, Guevarra and Yu [29], general slope factors were analyzed and classified using a decision tree algorithm to evaluate the validity of a Korean slope database comprised of6,828 slope observations. In another study, Lin, Chang, Wu and Juang [30] created an empirical model to estimate failure potential of highway slopes using failure attributes specific to highway slopes in the Alishan, Taiwan area before and after the 1999 Chi-Chi, Taiwan earthquake. Beyond those listed, there are many more studies that have used neural networks to assess slope instability.…”
Section: ____________________________________________________________mentioning
confidence: 99%
“…In a study conducted by Hwang, Guevarra and Yu [29], general slope factors were analyzed and classified using a decision tree algorithm to evaluate the validity of a Korean slope database comprised of6,828 slope observations. In another study, Lin, Chang, Wu and Juang [30] created an empirical model to estimate failure potential of highway slopes using failure attributes specific to highway slopes in the Alishan, Taiwan area before and after the 1999 Chi-Chi, Taiwan earthquake. Beyond those listed, there are many more studies that have used neural networks to assess slope instability.…”
Section: ____________________________________________________________mentioning
confidence: 99%
“…Based on the review of previous literature [13,16,17,25] and field surveys, seven factors that were identified as causative and triggering factors for landslide activity in the study area were selected to predict the failure potential of slopes. They are lithology, slope angle, slope aspect, slope height, slope structure, distance from faults, and land use.…”
Section: Influencing Factorsmentioning
confidence: 99%
“…The slope angle was measured from the slope profile that was derived from the digital elevation model (DEM). Note that a slope angle of 10 • was taken as the threshold because very few slopes less than that angle have failed [16]. The slope angle of the study area was divided into five classes (Table 1) …”
Section: Slope Anglementioning
confidence: 99%
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