Zobrazeno 1 - 10
of 98
pro vyhledávání: '"hypoplastic clay"'
Publikováno v:
In Engineering Geology 20 September 2022 307
Akademický článek
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Autor:
Mitew-Czajewska M.
Publikováno v:
Archives of Civil Engineering, Vol 62, Iss 4, Pp 73-86 (2016)
This paper presents an evaluation of the Hypoplastic Clay constitutive model for finite element analysis of deep excavations and displacements induced by excavations in the influence zone. A detailed description and formulation of the Hypoplastic Cla
Externí odkaz:
https://doaj.org/article/1fbab264c9834922ba04ce374a434324
Publikováno v:
Acta Geotechnica. 17:3439-3462
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b48378186309a09d8d23f0d15d179577
https://doi.org/10.1007/s11440-021-01435-y
https://doi.org/10.1007/s11440-021-01435-y
Autor:
PAVELCOVÁ, VERONIKA1 veronika.pavelcova@fsv.cvut.cz, JANDA, TOMÁŠ2
Publikováno v:
Acta Polytechnica CTU Proceedings. 2023, Vol. 40, p76-82. 7p.
Autor:
Mitew-Czajewska Monika
Publikováno v:
MATEC Web of Conferences, Vol 117, p 00121 (2017)
A parametric case study of a 25,5 m deep excavation is presented. Finite Element analysis was performed using Modified Mohr-Coulomb and Hypoplastic Clay constitutive soil models. The results of the FE analysis were compared to in-situ displacements m
Externí odkaz:
https://doaj.org/article/fe0fc5ea9c914581bb65e8a8b2cffd6e
Publikováno v:
Engineering Geology. 307:106791
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6da50fa513e3421987c9b23ab411a3f1
https://doi.org/10.1016/j.enggeo.2022.106791
https://doi.org/10.1016/j.enggeo.2022.106791
Autor:
Richard J. Finno, Sangrae Kim
Publikováno v:
Computers and Geotechnics. 122:103499
For effective applications of the adaptive management approach, inverse analysis procedures are used to update model parameters based on observations made during early stages of construction projects. These updated parameters are then used to compute
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b33cfac2812ab38301ec08779a7c2c11
https://doi.org/10.1016/j.compgeo.2020.103499
https://doi.org/10.1016/j.compgeo.2020.103499
Autor:
Veronika Pavelcová, Tomáš Janda
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 40 (2023)
This paper is concerned with the process of determining the material parameters of advanced constitutive models for clays. Provided results are applicable already in the early stages of geotechnical survey when no detailed data from laboratory tests
Externí odkaz:
https://doaj.org/article/bee764e35732433a896c9771341997a1