Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Veronika Pavelcová"'
Autor:
Veronika Pavelcová, Tomáš Janda
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 49 (2024)
Data validation is a critical step in every data analysis. It is a well-known fact that the results of any data analysis are directly dependent on the input values. This paper works with a worldwide database of laboratory tests collected during four
Externí odkaz:
https://doaj.org/article/df2b2d6a687642a587248dfd3994688a
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
Autor:
Jan Pruška, Veronika Pavelcová
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 32, Pp 15-20 (2022)
Eurocode 1998-5 for the design of earth retaining structures in seismic conditions describes calculations using the Mononobe-Okabe method. This simplified quasi-static procedure is to some extent very conservative. The article describes the limits of
Externí odkaz:
https://doaj.org/article/13492c7878494b49aca72158bd8f4904
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 30, Pp 69-75 (2021)
This paper revisits the issue of a potential substitutions of the Hoek-Brown failure model by the standard Mohr-Coulomb model in the stability analysis of rock masses. The derivation of equivalent shear strength parameters of the Mohr-Coulomb propose
Externí odkaz:
https://doaj.org/article/8b698bf683134394b79fa4cc3d72c30a
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 26, Iss 0, Pp 64-70 (2020)
The paper describes a finite element simulation of the response of a real underground structure subjected to earthquake using GEO5 FEM program. It concentrates on the influence of material damping with respect to a specific type of boundary condition
Externí odkaz:
https://doaj.org/article/3dde891165264cf6a534bd2e3cfd6a4d
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 15, Iss 0, Pp 74-80 (2018)
The paper deals with the prediction of the response of a real underground structure subjected to earthquake. A fully dynamic analysis is carried out in the GEO5 FEM program using the Finite Element Method. Limiting our attention to a two-dimensional
Externí odkaz:
https://doaj.org/article/98775d0d1c31471fbf9c390fd93cc5a6
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 15, Iss 0, Pp 88-93 (2018)
The paper deals with the evaluation of tunnel construction subjected to earthquake using a pseudostatic analysis combined with the finite element method. The initial stage of calculation is concerned with the design of computational model and subsequ
Externí odkaz:
https://doaj.org/article/ff5ce604c2b24654a66867638b977082
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 30, Pp 69-75 (2021)
This paper revisits the issue of a potential substitutions of the Hoek-Brown failure model by the standard Mohr-Coulomb model in the stability analysis of rock masses. The derivation of equivalent shear strength parameters of the Mohr-Coulomb propose
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bba411f5dadf260a7c09b091db6d438b
https://ojs.cvut.cz/ojs/index.php/APP/article/view/7204
https://ojs.cvut.cz/ojs/index.php/APP/article/view/7204
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 26, Iss 0, Pp 64-70 (2020)
The paper describes a finite element simulation of the response of a real underground structure subjected to earthquake using GEO5 FEM program. It concentrates on the influence of material damping with respect to a specific type of boundary condition
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a70babcb76694fe4436838464e5fa4d6
https://ojs.cvut.cz/ojs/index.php/APP/article/view/6386
https://ojs.cvut.cz/ojs/index.php/APP/article/view/6386
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 15, Iss 0, Pp 74-80 (2018)
The paper deals with the prediction of the response of a real underground structure subjected to earthquake. A fully dynamic analysis is carried out in the GEO5 FEM program using the Finite Element Method. Limiting our attention to a two-dimensional
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d7eac198d82d9baa34853fd649f4f4e3
https://doi.org/10.14311/app.2018.15.0074
https://doi.org/10.14311/app.2018.15.0074