LDR | | 02079nmm uu200445 4500 |
001 | | 000000332276 |
005 | | 20240805170514 |
008 | | 181129s2018 |||||||||||||||||c||eng d |
020 | |
▼a 9780438289529 |
035 | |
▼a (MiAaPQ)AAI10751679 |
035 | |
▼a (MiAaPQ)ucdavis:17770 |
040 | |
▼a MiAaPQ
▼c MiAaPQ
▼d 248032 |
082 | 0 |
▼a 624 |
100 | 1 |
▼a Petalas, Alexandros. |
245 | 10 |
▼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. |
502 | 1 |
▼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 |
710 | 20 |
▼a University of California, Davis.
▼b Civil and Environmental Engineering. |
773 | 0 |
▼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 |
856 | 40 |
▼u http://www.riss.kr/pdu/ddodLink.do?id=T14997183
▼n KERIS |
980 | |
▼a 201812
▼f 2019 |
990 | |
▼a 관리자 |