1997
DOI: 10.1016/s0013-7952(97)00015-x
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An engineering geology evaluation method based on an artificial neural network and its application

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Cited by 48 publications
(21 citation statements)
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“…For identification, the proposed score-based strategy has been compared with the Back Propagation Neural Network (BPNN) [19] and the Gaussian Mixture Model (GMM) [20]. GMM is a robust model for text-independent speaker identification as reported in [20].…”
Section: Vocal Tract Responsementioning
confidence: 99%
See 1 more Smart Citation
“…For identification, the proposed score-based strategy has been compared with the Back Propagation Neural Network (BPNN) [19] and the Gaussian Mixture Model (GMM) [20]. GMM is a robust model for text-independent speaker identification as reported in [20].…”
Section: Vocal Tract Responsementioning
confidence: 99%
“…One of the most common classes of neural networks is the feed-forward network [19]. Back propagation refers to a common method by which these networks can be trained.…”
Section: Vocal Tract Responsementioning
confidence: 99%
“…p.330 Ce problème de la conservation du corps prit une place prépondérante et encombra le Taoïsme de pratiques innombrables, minutieuses, fastidieuses, qui finirent par rebuter les meilleurs esprits, rejetant les plus positifs au Confucianisme, et les plus religieux au Bouddhisme. * * * p. 333 Le poète chinois dont je vais vous parler, Xi Kang, est plus connu encore dans son pays pour avoir été la figure principale du célèbre Club des Sept Sages de la Forêt de Bambous, Zhulin qixian, que pour ses oeuvres en grande partie perdues. Celles-ci n'en sont pas moins intéressantes, ne fût -ce que par leur style plus simple et moins maniéré, surtout moins pédant que celui de la plupart des écrivains de son temps.…”
Section: IIIunclassified
“…In recent years, estimation models obtained from statistical and artificial neural networks methods widely used in geotechnical engineering instead of performing difficult laboratory and field tests (Kahraman et al, 2007;Karakus et al, 2004;Yasar and Erdogan, 2004;Najjar et al, 1996;Lee and Lee, 1996;Yuanyou et al, 1997;Yang and Zhang, 1998;Hurtado et al, 2001;Rafiq et al, 2001;Lee et al, 2003;Basma and Kallas, 2004;Gunaydın, 2008;Taskiran, 2010). Similar models were developed and evaluated for estimating of deformation modulus and coefficient of sub-grade reaction of compacted soils.…”
Section: Introductionmentioning
confidence: 99%