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020 ▼a 9780438289529
035 ▼a (MiAaPQ)AAI10751679
035 ▼a (MiAaPQ)ucdavis:17770
040 ▼a MiAaPQ ▼c MiAaPQ ▼d 248032
0820 ▼a 624
1001 ▼a Petalas, Alexandros.
24510 ▼a Sand Constitutive Modeling Accounting for Fabric Anisotropy and Zero Elastic Range.
260 ▼a [S.l.] : ▼b University of California, Davis., ▼c 2018
260 1 ▼a Ann Arbor : ▼b ProQuest Dissertations & Theses, ▼c 2018
300 ▼a 167 p.
500 ▼a Source: Dissertation Abstracts International, Volume: 79-12(E), Section: B.
500 ▼a Adviser: Yannis F. Dafalias.
5021 ▼a Thesis (Ph.D.)--University of California, Davis, 2018.
520 ▼a 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
520 ▼a 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
520 ▼a The last part of this dissertation deals with the numerical implementation of a constitutive model within a zero elastic range, bounding surface plasticity framework
590 ▼a School code: 0029.
650 4 ▼a Civil engineering.
650 4 ▼a Geotechnology.
650 4 ▼a Mechanics.
690 ▼a 0543
690 ▼a 0428
690 ▼a 0346
71020 ▼a University of California, Davis. ▼b Civil and Environmental Engineering.
7730 ▼t Dissertation Abstracts International ▼g 79-12B(E).
773 ▼t Dissertation Abstract International
790 ▼a 0029
791 ▼a Ph.D.
792 ▼a 2018
793 ▼a English
85640 ▼u http://www.riss.kr/pdu/ddodLink.do?id=T14997183 ▼n KERIS
980 ▼a 201812 ▼f 2019
990 ▼a 관리자