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Sand Constitutive Modeling Accounting for Fabric Anisotropy and Zero Elastic Range
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| 자료유형 | 학위논문 |
|---|---|
| 서명/저자사항 | Sand Constitutive Modeling Accounting for Fabric Anisotropy and Zero Elastic Range. |
| 개인저자 | Petalas, Alexandros. |
| 단체저자명 | University of California, Davis. Civil and Environmental Engineering. |
| 발행사항 | [S.l.]: University of California, Davis., 2018. |
| 발행사항 | Ann Arbor: ProQuest Dissertations & Theses, 2018. |
| 형태사항 | 167 p. |
| 기본자료 저록 | Dissertation Abstracts International 79-12B(E). Dissertation Abstract International |
| ISBN | 9780438289529 |
| 학위논문주기 | Thesis (Ph.D.)--University of California, Davis, 2018. |
| 일반주기 |
Source: Dissertation Abstracts International, Volume: 79-12(E), Section: B.
Adviser: Yannis F. Dafalias. |
| 요약 | SANISAND is the name of a family of constitutive models for sand within the frameworks of Bounding Surface plasticity and Critical State Theory, able to realistically simulate the sand behavior under monotonic and cyclic loading paths, with a si |
| 요약 | It is shown in this thesis that the model is successful in simulating the drained and undrained response of sand samples loaded at various directions of the principal stress axes with respect to their fabric, and exhibiting for the same initial |
| 요약 | The last part of this dissertation deals with the numerical implementation of a constitutive model within a zero elastic range, bounding surface plasticity framework |
| 일반주제명 | Civil engineering. Geotechnology. Mechanics. |
| 언어 | 영어 |
| 바로가기 | 
: 이 자료의 원문은 한국교육학술정보원에서 제공합니다. |
