Formulation of structured bounding surface model with a destructuration law for natural soft clay
A destructuration law considering both isotropic destructuration and frictional destructuration was suggested to simulate the loss of structure of natural soft clay during plastic straining. The term isotropic destructuration was used to address the reduction of the bounding surface, and frictional...
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| Published in: | Functional Materials |
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| Date: | 2017 |
| Main Authors: | , , |
| Format: | Article |
| Language: | English |
| Published: |
НТК «Інститут монокристалів» НАН України
2017
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| Online Access: | https://nasplib.isofts.kiev.ua/handle/123456789/136878 |
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| Journal Title: | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| Cite this: | Formulation of structured bounding surface model with a destructuration law for natural soft clay / Yunliang Cui, Xinquan Wang, Shiming Zhang // Functional Materials. — 2017. — Т. 24, № 4. — С. 628-634. — Бібліогр.: 18 назв. — англ. |
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Digital Library of Periodicals of National Academy of Sciences of Ukraine| _version_ | 1862569478691225600 |
|---|---|
| author | Yunliang Cui Xinquan Wang Shiming Zhang |
| author_facet | Yunliang Cui Xinquan Wang Shiming Zhang |
| citation_txt | Formulation of structured bounding surface model with a destructuration law for natural soft clay / Yunliang Cui, Xinquan Wang, Shiming Zhang // Functional Materials. — 2017. — Т. 24, № 4. — С. 628-634. — Бібліогр.: 18 назв. — англ. |
| collection | DSpace DC |
| container_title | Functional Materials |
| description | A destructuration law considering both isotropic destructuration and frictional destructuration was suggested to simulate the loss of structure of natural soft clay during plastic straining. The term isotropic destructuration was used to address the reduction of the bounding surface, and frictional destructuration addresses the decrease of the critical state stress ratio as a reflection of reduction of internal friction angle. A structured bounding surface model was formulated by incorporating the proposed destructuration law into the framework of bounding surface constitutive model theory. The proposed model was validated on Osaka clay through undrained triaxial compression test and one-dimensional compression test. The influences of model parameters and bounding surface on the performance of the proposed model were also investigated. It is proved by the good agreement between predictions and experiments that the proposed model can well capture the structured behaviors of natural soft clay.
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| first_indexed | 2025-11-26T01:42:54Z |
| format | Article |
| fulltext | |
| id | nasplib_isofts_kiev_ua-123456789-136878 |
| institution | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| issn | 1027-5495 |
| language | English |
| last_indexed | 2025-11-26T01:42:54Z |
| publishDate | 2017 |
| publisher | НТК «Інститут монокристалів» НАН України |
| record_format | dspace |
| spelling | Yunliang Cui Xinquan Wang Shiming Zhang 2018-06-16T17:15:34Z 2018-06-16T17:15:34Z 2017 Formulation of structured bounding surface model with a destructuration law for natural soft clay / Yunliang Cui, Xinquan Wang, Shiming Zhang // Functional Materials. — 2017. — Т. 24, № 4. — С. 628-634. — Бібліогр.: 18 назв. — англ. 1027-5495 DOI: https://doi.org/10.15407/fm24.04.628 https://nasplib.isofts.kiev.ua/handle/123456789/136878 A destructuration law considering both isotropic destructuration and frictional destructuration was suggested to simulate the loss of structure of natural soft clay during plastic straining. The term isotropic destructuration was used to address the reduction of the bounding surface, and frictional destructuration addresses the decrease of the critical state stress ratio as a reflection of reduction of internal friction angle. A structured bounding surface model was formulated by incorporating the proposed destructuration law into the framework of bounding surface constitutive model theory. The proposed model was validated on Osaka clay through undrained triaxial compression test and one-dimensional compression test. The influences of model parameters and bounding surface on the performance of the proposed model were also investigated. It is proved by the good agreement between predictions and experiments that the proposed model can well capture the structured behaviors of natural soft clay. en НТК «Інститут монокристалів» НАН України Functional Materials Modeling and simulation Formulation of structured bounding surface model with a destructuration law for natural soft clay Article published earlier |
| spellingShingle | Formulation of structured bounding surface model with a destructuration law for natural soft clay Yunliang Cui Xinquan Wang Shiming Zhang Modeling and simulation |
| title | Formulation of structured bounding surface model with a destructuration law for natural soft clay |
| title_full | Formulation of structured bounding surface model with a destructuration law for natural soft clay |
| title_fullStr | Formulation of structured bounding surface model with a destructuration law for natural soft clay |
| title_full_unstemmed | Formulation of structured bounding surface model with a destructuration law for natural soft clay |
| title_short | Formulation of structured bounding surface model with a destructuration law for natural soft clay |
| title_sort | formulation of structured bounding surface model with a destructuration law for natural soft clay |
| topic | Modeling and simulation |
| topic_facet | Modeling and simulation |
| url | https://nasplib.isofts.kiev.ua/handle/123456789/136878 |
| work_keys_str_mv | AT yunliangcui formulationofstructuredboundingsurfacemodelwithadestructurationlawfornaturalsoftclay AT xinquanwang formulationofstructuredboundingsurfacemodelwithadestructurationlawfornaturalsoftclay AT shimingzhang formulationofstructuredboundingsurfacemodelwithadestructurationlawfornaturalsoftclay |