Zobrazeno 1 - 10
of 38
pro vyhledávání: '"Katarzyna Gabryś"'
Publikováno v:
Materials, Vol 16, Iss 23, p 7381 (2023)
The stress–plastic dilatancy relationship was investigated for crushed concrete during drained and undrained triaxial compression tests in the light of the frictional state concept. The slope of the dilatant failure state line is greater than that
Externí odkaz:
https://doaj.org/article/6a5815d52f394fa29a18bf1bacce40a3
Publikováno v:
Materials, Vol 16, Iss 14, p 4986 (2023)
The literature confirms that fine recycled concrete aggregate (fRCA) can be used as a replacement for natural soil in new concrete, offering many advantages. Despite these advantages, there are also critical barriers to the development of fRCA in new
Externí odkaz:
https://doaj.org/article/82da166a16a44f94b2ffdfa02a02f753
Publikováno v:
Materials, Vol 14, Iss 23, p 7400 (2021)
Recycled concrete aggregate (RCA) is a promising substitute for natural aggregates and the reuse of this material can benefit construction projects both economically and environmentally. RCA has received great attention in recent years in the form of
Externí odkaz:
https://doaj.org/article/edf858fa3295423ca3f35e29e7b3e8f6
Publikováno v:
Rocznik Andragogiczny, Vol 25, Iss 0, Pp 310-312 (2018)
Externí odkaz:
https://doaj.org/article/b06e1421ba254a5da48bb1192e2eb562
Publikováno v:
Materials, Vol 14, Iss 3, p 544 (2021)
After obtaining the value of shear wave velocity (VS) from the bender elements test (BET), the shear modulus of soils at small strains (Gmax) can be estimated. Shear wave velocity is an important parameter in the design of geo-structures subjected to
Externí odkaz:
https://doaj.org/article/bc30d80c75804cac84bb0539b1cfc846
Autor:
Emil Soból, Katarzyna Gabryś, Karina Zabłocka, Raimondas Šadzevičius, Rytis Skominas, Wojciech Sas
Publikováno v:
Minerals, Vol 10, Iss 12, p 1127 (2020)
The shear modulus and normalized shear modulus degradation curve are the fundamental parameters describing soil behavior. Thus, this article is focused on the stiffness characteristic of 15 different Warsaw cohesive soli represented by the parameters
Externí odkaz:
https://doaj.org/article/b3f707fb7c2748e49c57af90404ccc23
Autor:
Jerzy Semków, Katarzyna Gabryś
Publikováno v:
Rocznik Andragogiczny, Vol 23, Iss 0, Pp 380-382 (2017)
Externí odkaz:
https://doaj.org/article/8d981339de364f1b9d835014ce15281c
Publikováno v:
Journal of Civil Engineering, Environment and Architecture (2016)
Współczynnik Poisson’a określany na podstawie prędkości fali podłużnej i poprzecznej jest stosowany w geofizyce jako jeden z parametrów charakteryzujących odkształcenie materiału. W laboratoriach geotechnicznych również prowadzone są
Externí odkaz:
https://doaj.org/article/b17cd673909c412cacbfbce9731211f7
Publikováno v:
Applied Sciences, Vol 7, Iss 7, p 741 (2017)
This paper discusses the application of piezoceramic bender elements (BEs) for measurement of shear wave velocity in the time and frequency domain in a triaxial cell under different isotropic confinement. Different interpretation methods were used in
Externí odkaz:
https://doaj.org/article/3e7e9c8f0ef147e49819234ea4826b10
Publikováno v:
Applied Sciences, Vol 7, Iss 4, p 370 (2017)
Soil investigations concerning cyclic loading focus on the evaluation, in particular, of design parameters, such as elastic modulus, Poisson’s ratio, or resilient modulus. Structures subjected to repeated loading are vulnerable to high deformations
Externí odkaz:
https://doaj.org/article/ed5cf0eef0d1426f85386d8723254f28