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Article: Layered elastic model for analysis of Cone Penetration Testing

TitleLayered elastic model for analysis of Cone Penetration Testing
Authors
KeywordsCone Penetration Test
Cone Tip Resistance
Elasticity
Layered Elastic Model
Shear Modulus
Sleeve Friction Resistance
Issue Date1999
PublisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/3312
Citation
International Journal For Numerical And Analytical Methods In Geomechanics, 1999, v. 23 n. 8, p. 829-843 How to Cite?
AbstractA layered elastic model is adopted in the paper for the analysis of soil layering effects on the results of Cone Penetration Testing (CPT). Analytical solutions associated with the layered elastic CPT model and obtained via numerically integrating the fundamental singular solution for layered elastic solids due to the action of a body force concentrated on a circular ring. The soil layering effects on the CPT tip and friction resistance are examined in detail using the layered elastic CPT model. These examinations include parametric studies, influence of soil compressibility, comparisons with theoretical results given in the literature, verification with experimental data and simulation of field trial results. The examinations lead to the conclusions that the layered elastic CPT model can be used to analyse soil layering effects on CPT results and to estimate relative shear modulus strength of soil layers. | A layered elastic model is adopted in the paper for the analysis of soil layering effects on the results of Cone Penetration Testing (CPT). Analytical solutions associated with the layered elastic CPT model and obtained via numerically integrating the fundamental singular solution for layered elastic solids due to the action of a body force concentrated on a circular ring. The soil layering effects on the CPT tip and friction resistance are examined in detail using the layered elastic CPT model. These examinations include parametric studies, influence of soil compressibility, comparisons with theoretical results given in the literature, verification with experimental data and simulation of field trial results. The examinations lead to the conclusions that the layered elastic CPT model can be used to analyze soil layering effects on CPT results and to estimate relative shear modulus strength of soil layers.
Persistent Identifierhttp://hdl.handle.net/10722/150257
ISSN
2015 Impact Factor: 1.758
2015 SCImago Journal Rankings: 1.676
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorYue, ZQen_US
dc.contributor.authorYin, JHen_US
dc.date.accessioned2012-06-26T06:02:48Z-
dc.date.available2012-06-26T06:02:48Z-
dc.date.issued1999en_US
dc.identifier.citationInternational Journal For Numerical And Analytical Methods In Geomechanics, 1999, v. 23 n. 8, p. 829-843en_US
dc.identifier.issn0363-9061en_US
dc.identifier.urihttp://hdl.handle.net/10722/150257-
dc.description.abstractA layered elastic model is adopted in the paper for the analysis of soil layering effects on the results of Cone Penetration Testing (CPT). Analytical solutions associated with the layered elastic CPT model and obtained via numerically integrating the fundamental singular solution for layered elastic solids due to the action of a body force concentrated on a circular ring. The soil layering effects on the CPT tip and friction resistance are examined in detail using the layered elastic CPT model. These examinations include parametric studies, influence of soil compressibility, comparisons with theoretical results given in the literature, verification with experimental data and simulation of field trial results. The examinations lead to the conclusions that the layered elastic CPT model can be used to analyse soil layering effects on CPT results and to estimate relative shear modulus strength of soil layers. | A layered elastic model is adopted in the paper for the analysis of soil layering effects on the results of Cone Penetration Testing (CPT). Analytical solutions associated with the layered elastic CPT model and obtained via numerically integrating the fundamental singular solution for layered elastic solids due to the action of a body force concentrated on a circular ring. The soil layering effects on the CPT tip and friction resistance are examined in detail using the layered elastic CPT model. These examinations include parametric studies, influence of soil compressibility, comparisons with theoretical results given in the literature, verification with experimental data and simulation of field trial results. The examinations lead to the conclusions that the layered elastic CPT model can be used to analyze soil layering effects on CPT results and to estimate relative shear modulus strength of soil layers.en_US
dc.languageengen_US
dc.publisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/3312en_US
dc.relation.ispartofInternational Journal for Numerical and Analytical Methods in Geomechanicsen_US
dc.subjectCone Penetration Testen_US
dc.subjectCone Tip Resistanceen_US
dc.subjectElasticityen_US
dc.subjectLayered Elastic Modelen_US
dc.subjectShear Modulusen_US
dc.subjectSleeve Friction Resistanceen_US
dc.titleLayered elastic model for analysis of Cone Penetration Testingen_US
dc.typeArticleen_US
dc.identifier.emailYue, ZQ:yueqzq@hkucc.hku.hken_US
dc.identifier.authorityYue, ZQ=rp00209en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1002/(SICI)1096-9853(199907)23:8<829::AID-NAG16>3.0.CO;2-Xen_US
dc.identifier.scopuseid_2-s2.0-0344564111en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0344564111&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume23en_US
dc.identifier.issue8en_US
dc.identifier.spage829en_US
dc.identifier.epage843en_US
dc.identifier.isiWOS:000081908600005-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridYue, ZQ=7102782735en_US
dc.identifier.scopusauthoridYin, JH=7401693397en_US

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