Validation of a simple hypoplastic constitutive model for overconsolidated clays
Hypoplastic constitutive models are able to describe history dependence using a single nonlinear tensorial function with a set of parameters. A hypoplastic model including a structure tensor for consolidation history was introduced in our previous paper (Wang and Wu in Acta Geotechnica, 2020, https:...
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| Veröffentlicht in: | Acta geotechnica 2021, Vol.16 (1), p.31-41 |
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| creator | Wang, Shun Wu, Wei |
| description | Hypoplastic constitutive models are able to describe history dependence using a single nonlinear tensorial function with a set of parameters. A hypoplastic model including a structure tensor for consolidation history was introduced in our previous paper (Wang and Wu in Acta Geotechnica, 2020,
https://doi.org/10.1007/s11440-020-01000-z
). The present paper focuses mainly on the model validation with experiments. This model is as simple as the modified Cam Clay model but with better performance. The model requires five parameters, which are easy to calibrate from standard laboratory tests. In particular, the model is capable of capturing the unloading behavior without introducing loading criteria. Numerical simulations of element tests and comparison with experiments show that the proposed model is able to reproduce the salient features of normally consolidated and overconsolidated clays. |
| doi_str_mv | 10.1007/s11440-020-01105-5 |
| format | Article |
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https://doi.org/10.1007/s11440-020-01000-z
). The present paper focuses mainly on the model validation with experiments. This model is as simple as the modified Cam Clay model but with better performance. The model requires five parameters, which are easy to calibrate from standard laboratory tests. In particular, the model is capable of capturing the unloading behavior without introducing loading criteria. Numerical simulations of element tests and comparison with experiments show that the proposed model is able to reproduce the salient features of normally consolidated and overconsolidated clays.</description><identifier>ISSN: 1861-1125</identifier><identifier>EISSN: 1861-1133</identifier><identifier>DOI: 10.1007/s11440-020-01105-5</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Clay ; Complex Fluids and Microfluidics ; Constitutive models ; Engineering ; Foundations ; Geoengineering ; Geotechnical Engineering & Applied Earth Sciences ; Hydraulics ; Laboratory tests ; Mathematical models ; Parameters ; Research Paper ; Soft and Granular Matter ; Soil Science & Conservation ; Solid Mechanics ; Tensors ; Unloading</subject><ispartof>Acta geotechnica, 2021, Vol.16 (1), p.31-41</ispartof><rights>The Author(s) 2020</rights><rights>The Author(s) 2020. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a386t-4785363fa15869d651d198f5a1dd6e33dc6a4987cf257cf6f279f8dd8c6e495c3</citedby><cites>FETCH-LOGICAL-a386t-4785363fa15869d651d198f5a1dd6e33dc6a4987cf257cf6f279f8dd8c6e495c3</cites><orcidid>0000-0001-8349-6563</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s11440-020-01105-5$$EPDF$$P50$$Gspringer$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s11440-020-01105-5$$EHTML$$P50$$Gspringer$$Hfree_for_read</linktohtml><link.rule.ids>314,776,780,27903,27904,41467,42536,51297</link.rule.ids></links><search><creatorcontrib>Wang, Shun</creatorcontrib><creatorcontrib>Wu, Wei</creatorcontrib><title>Validation of a simple hypoplastic constitutive model for overconsolidated clays</title><title>Acta geotechnica</title><addtitle>Acta Geotech</addtitle><description>Hypoplastic constitutive models are able to describe history dependence using a single nonlinear tensorial function with a set of parameters. A hypoplastic model including a structure tensor for consolidation history was introduced in our previous paper (Wang and Wu in Acta Geotechnica, 2020,
https://doi.org/10.1007/s11440-020-01000-z
). The present paper focuses mainly on the model validation with experiments. This model is as simple as the modified Cam Clay model but with better performance. The model requires five parameters, which are easy to calibrate from standard laboratory tests. In particular, the model is capable of capturing the unloading behavior without introducing loading criteria. Numerical simulations of element tests and comparison with experiments show that the proposed model is able to reproduce the salient features of normally consolidated and overconsolidated clays.</description><subject>Clay</subject><subject>Complex Fluids and Microfluidics</subject><subject>Constitutive models</subject><subject>Engineering</subject><subject>Foundations</subject><subject>Geoengineering</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hydraulics</subject><subject>Laboratory tests</subject><subject>Mathematical models</subject><subject>Parameters</subject><subject>Research Paper</subject><subject>Soft and Granular Matter</subject><subject>Soil Science & Conservation</subject><subject>Solid Mechanics</subject><subject>Tensors</subject><subject>Unloading</subject><issn>1861-1125</issn><issn>1861-1133</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>C6C</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp9kEtLAzEUhYMoWKt_wFXA9WhuXpNZSvEFBV2o2xDy0CnTyZhMC_33ph3RnYv7gHvOd-EgdAnkGgipbzIA56QitBQAEZU4QjNQEioAxo5_dypO0VnOK0Iko1zO0Mu76Vpnxjb2OAZscG7XQ-fx526IQ2fy2FpsY1_muBnbrcfr6HyHQ0w4bn3an-IB4B22ndnlc3QSTJf9xc-co7f7u9fFY7V8fnha3C4rw5QcK14rwSQLBoSSjZMCHDQqCAPOSc-Ys9LwRtU2UFGaDLRugnJOWel5Iyybo6uJO6T4tfF51Ku4SX15qWmBS8kaToqKTiqbYs7JBz2kdm3STgPR--T0lJwuyelDcloUE5tMuYj7D5_-0P-4vgHa63Gq</recordid><startdate>2021</startdate><enddate>2021</enddate><creator>Wang, Shun</creator><creator>Wu, Wei</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>C6C</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7TN</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope><orcidid>https://orcid.org/0000-0001-8349-6563</orcidid></search><sort><creationdate>2021</creationdate><title>Validation of a simple hypoplastic constitutive model for overconsolidated clays</title><author>Wang, Shun ; 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https://doi.org/10.1007/s11440-020-01000-z
). The present paper focuses mainly on the model validation with experiments. This model is as simple as the modified Cam Clay model but with better performance. The model requires five parameters, which are easy to calibrate from standard laboratory tests. In particular, the model is capable of capturing the unloading behavior without introducing loading criteria. Numerical simulations of element tests and comparison with experiments show that the proposed model is able to reproduce the salient features of normally consolidated and overconsolidated clays.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s11440-020-01105-5</doi><tpages>11</tpages><orcidid>https://orcid.org/0000-0001-8349-6563</orcidid><oa>free_for_read</oa></addata></record> |
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| subjects | Clay Complex Fluids and Microfluidics Constitutive models Engineering Foundations Geoengineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Laboratory tests Mathematical models Parameters Research Paper Soft and Granular Matter Soil Science & Conservation Solid Mechanics Tensors Unloading |
| title | Validation of a simple hypoplastic constitutive model for overconsolidated clays |
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