2007
DOI: 10.5194/nhess-7-557-2007
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An artificial neural network application to produce debris source areas of Barla, Besparmak, and Kapi Mountains (NW Taurids, Turkey)

Abstract: Abstract. Various statistical, mathematical and artificial intelligence techniques have been used in the areas of engineering geology, rock engineering and geomorphology for many years. However, among the techniques, artificial neural networks are relatively new approach used in engineering geology in particular. The attractiveness of ANN for the engineering geological problems comes from the information processing characteristics of the system, such as nonlinearity, high parallelism, robustness, fault and fai… Show more

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Cited by 19 publications
(4 citation statements)
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“…Furthermore, there are two different approaches: error back-propagation algorithms, a gradient method, and a genetic algorithm, which is a stochastic search method [35]. The back-propagation training algorithm is the most frequently used neural network method [36][37][38]. It is trained using a set of examples of associated input and output values.…”
Section: Basic Principle Of Annmentioning
confidence: 99%
“…Furthermore, there are two different approaches: error back-propagation algorithms, a gradient method, and a genetic algorithm, which is a stochastic search method [35]. The back-propagation training algorithm is the most frequently used neural network method [36][37][38]. It is trained using a set of examples of associated input and output values.…”
Section: Basic Principle Of Annmentioning
confidence: 99%
“…The momentum coefficient was set to 0.9. Additionally, a dynamic learning rate procedure published by Tunusluoglu et al (2007) was employed. In order to acquire appropriate numbers of the neurons in the hidden layer the heuristic proposed by Wang (1994) were implemented.…”
Section: Topographic Attributesmentioning
confidence: 99%
“…In addition, Jacobs (1988) proposed a procedure to apply a dynamic learning rate in the training stages. Considering the suggestions, in this study, a dynamic learning rate procedure published by Tunusluoglu et al (2007) was employed and the computer code written by Sonmez et al (2006) was implemented. The last stage in the construction of a neural network is the determination of appropriate numbers of hidden layers and of neurons in these layers.…”
Section: Shallow Landslide Initiation Susceptibilitymentioning
confidence: 99%