The Use of Neural Networks for the Prediction of Cone Penetration Resistance of Silty Sands

dc.contributor.author Erzin, Yusuf
dc.contributor.author Ecemiş, Nurhan
dc.coverage.doi 10.1007/s00521-016-2371-z
dc.date.accessioned 2018-01-26T13:35:25Z
dc.date.available 2018-01-26T13:35:25Z
dc.date.issued 2017
dc.description.abstract In this study, an artificial neural network (ANN) model was developed to predict the cone penetration resistance of silty sands. To achieve this, the data sets reported by Ecemis and Karaman, including the results of three high-quality field tests, namely piezocone penetration test, pore pressure dissipation tests, and direct push permeability tests performed at 20 different locations on the northern coast of the Izmir Gulf in Turkey, have been used in the development of the ANN model. The ANN model consisted of three input parameters (relative density, fines content, and horizontal coefficient of consolidation) and a single output parameter (normalized cone penetration resistance). The results obtained from the ANN model were compared with those obtained from the field tests. It is found that the ANN model is efficient in determining the cone penetration resistance of silty sands and yields cone penetration resistance values that are very close to those obtained from the field tests. Additionally, several performance indices such as the determination coefficient, variance account for, mean absolute error, root mean square error, and scaled percent error were computed to examine the performance of the ANN model developed. The performance level attained in the ANN model shows that the ANN model developed in this study can be employed for predicting cone penetration of silty sands quite efficiently. en_US
dc.description.sponsorship European Union (IRG248218); TUBITAK Project (111M602) en_US
dc.identifier.citation Erzin, Y., and Ecemiş, N. (2017). The use of neural networks for the prediction of cone penetration resistance of silty sands. Neural Computing and Applications, 28, 727-736. doi:10.1007/s00521-016-2371-z en_US
dc.identifier.doi 10.1007/s00521-016-2371-z en_US
dc.identifier.doi 10.1007/s00521-016-2371-z
dc.identifier.issn 0941-0643
dc.identifier.issn 1433-3058
dc.identifier.scopus 2-s2.0-84976271906
dc.identifier.uri http://doi.org/10.1007/s00521-016-2371-z
dc.identifier.uri https://hdl.handle.net/11147/6761
dc.language.iso en en_US
dc.publisher Springer Verlag en_US
dc.relation.ispartof Neural Computing and Applications en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Cone penetration resistance en_US
dc.subject Artificial neural networks en_US
dc.subject Silty sand en_US
dc.subject Horizontal coefficient of consolidation en_US
dc.title The Use of Neural Networks for the Prediction of Cone Penetration Resistance of Silty Sands en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional Ecemiş, Nurhan
gdc.author.yokid 115346
gdc.bip.impulseclass C4
gdc.bip.influenceclass C4
gdc.bip.popularityclass C4
gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department İzmir Institute of Technology. Civil Engineering en_US
gdc.description.endpage 736 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.startpage 727 en_US
gdc.description.volume 28 en_US
gdc.description.wosquality Q2
gdc.identifier.openalex W2418482227
gdc.identifier.wos WOS:000417319700060
gdc.index.type WoS
gdc.index.type Scopus
gdc.oaire.accesstype BRONZE
gdc.oaire.diamondjournal false
gdc.oaire.impulse 8.0
gdc.oaire.influence 4.3929043E-9
gdc.oaire.isgreen true
gdc.oaire.keywords Artificial neural networks
gdc.oaire.keywords Silty sand
gdc.oaire.keywords Cone penetration resistance
gdc.oaire.keywords Horizontal coefficient of consolidation
gdc.oaire.popularity 1.1559801E-8
gdc.oaire.publicfunded false
gdc.oaire.sciencefields 0211 other engineering and technologies
gdc.oaire.sciencefields 02 engineering and technology
gdc.openalex.collaboration National
gdc.openalex.fwci 2.92467956
gdc.openalex.normalizedpercentile 0.91
gdc.openalex.toppercent TOP 10%
gdc.opencitations.count 17
gdc.plumx.crossrefcites 5
gdc.plumx.mendeley 27
gdc.plumx.scopuscites 21
gdc.scopus.citedcount 21
gdc.wos.citedcount 17
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