Zobrazeno 1 - 10
of 65
pro vyhledávání: '"Marcin Gajewski"'
Autor:
Beata Gajewska, Marcin Gajewski
Publikováno v:
Applied Sciences, Vol 10, Iss 17, p 6127 (2020)
The formulations of tasks modelling embankments on soft soil, improved with columns and with reinforced load transfer platform (LTP), differ significantly. One of these differences is the distribution of equivalent load modelling part of the load car
Externí odkaz:
https://doaj.org/article/706ea8b991c34b228092f7a52d1151bb
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 10, Iss 1, Pp 54-60 (2015)
The main goal of this paper is to propose the performance parameter for binder which is good for quality prediction of asphalt mixture in frame of resistance to permanent deformation (rutting). Additionally, correlation between, proposed by the autho
Externí odkaz:
https://doaj.org/article/11f014e819a04c6e9f5eb23e9147dbd3
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 8, Iss 4, Pp 255-262 (2013)
This paper presents results of field tests performed in Poland within SPENS project. The test sections were built in Poland (October 2007). All of construction works as well as research tests were conducted in cooperation with the Swedish National Ro
Externí odkaz:
https://doaj.org/article/23dea2e2966346adabe59d7b4d61f70f
Autor:
Marcin Gajewski, Stanisław Jemioło
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 11, Iss 3 (2016)
In this paper, a simple method is proposed to estimate capacity of multilayered road structure including the degradation of the elastic and plastic properties of the constituent materials. In the study boundary value problem modeling interaction of w
Externí odkaz:
https://doaj.org/article/b686e27066ec48918c8887c128e7edb1
Autor:
Piotr Marcin Gajewski
Publikováno v:
Opolskie Studia Administracyjno-Prawne, Vol 19, Iss 4, Pp 19-30 (2022)
In this article the author describes his research regarding the legal situation of organisational forms by means of which students and doctoral students may carry out voluntary activities based on the organisational structure of a higher education in
Autor:
Beata Gajewska, Marcin Gajewski
Publikováno v:
Acta Scientiarum Polonorum. Architectura, Vol 19, Iss 2, Pp 41-50 (2020)
The distribution of the equivalent load in the analysis of the reinforcement of an embankment load transfer platform on a soft soil reinforced with columns has an impact on the behaviour of the membrane modelling this reinforcement. Depending on the
Publikováno v:
RILEM Bookseries ISBN: 9783030464547
The paper presents solutions for thermo-elasticity problems with an unsteady heat flow for various layered systems typical for Polish traffic categories KR4 and KR7. The tasks were solved assuming a plain strain case for material parameters, which in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::55e48bf37ae16fb79a703b36d51f71b1
https://doi.org/10.1007/978-3-030-46455-4_69
https://doi.org/10.1007/978-3-030-46455-4_69
Autor:
Andrzej Piotrowski, Cezary Ajdukiewicz, Piotr Woyciechowski, Marcin Gajewski, Duyen Trinh-Duc
Publikováno v:
Materials, Vol 14, Iss 5088, p 5088 (2021)
Materials
Volume 14
Issue 17
Materials
Volume 14
Issue 17
Concretes with dispersed reinforcement are increasingly used in structural engineering. The basic source of knowledge on their application and design are the Model-Code 2010 guidelines. These guidelines, however, apply mainly to steel rebar reinforce
Publikováno v:
Materials; Volume 14; Issue 14; Pages: 4015
Materials, Vol 14, Iss 4015, p 4015 (2021)
Materials
Materials, Vol 14, Iss 4015, p 4015 (2021)
Materials
When designing embankments on a soft ground improved with columns (rigid inclusions) and with a geosynthetically reinforced load transfer platform (LTP), the methods of determining strains in reinforcement reduce the spatial problem to a two-dimensio
Publikováno v:
Archives of Civil Engineering, Vol 65, Iss 4, Pp 113-126 (2019)
The paper deals with determination of flexural resistance buckling curves for welded I-section steel members made of high strength steel (S 690). In the paper the previously proposed BF analytical model is used for approximation of FEM results obtain