Zobrazeno 1 - 10
of 54
pro vyhledávání: '"Szypcio Zenon"'
Publikováno v:
Studia Geotechnica et Mechanica, Vol 45, Iss s1, Pp 247-252 (2023)
The effect of the degree of consolidation and the stress path on the behaviour of remoulded Fujinomori clay for drained triaxial compression and extension was analysed using the Frictional State Concept. It is shown that the stress–dilatancy behavi
Externí odkaz:
https://doaj.org/article/b00c7d1445234adbaf6340b9d29ceac7
Autor:
Szypcio Zenon
Publikováno v:
E3S Web of Conferences, Vol 544, p 05004 (2024)
Calcareous sands are a special geomaterial primarily composed of calcium carbonate or other insoluble carbonate materials susceptible to breakage. Therefore, breakage has a crucial impact on the change of calcareous sand granulation and the shape of
Externí odkaz:
https://doaj.org/article/c66b46c24da04a7c99a52e7e9cba0ed2
Autor:
Szypcio Zenon
Publikováno v:
Studia Geotechnica et Mechanica, Vol 39, Iss 1, Pp 73-80 (2017)
The validation of the general stress-dilatancy relationship is shown based on biaxial compression test data presented in the literature under drained and undrained conditions. Rowe’s and Bolton’s relationships can be treated as simplified forms o
Externí odkaz:
https://doaj.org/article/fd2ba534a95a4529b8a65f421413ae4f
Autor:
Szypcio Zenon
Publikováno v:
Studia Geotechnica et Mechanica, Vol 39, Iss 1, Pp 81-88 (2017)
This paper validates the frictional state theory using published experimental data from simple, direct and ring shear tests. Simple shear is treated as a special case of plane strain conditions. In order to define complete stress and strain, addition
Externí odkaz:
https://doaj.org/article/d4a3f6ca71c3418fa44c74c3038c065a
Autor:
Szypcio Zenon
Publikováno v:
Studia Geotechnica et Mechanica, Vol 38, Iss 4, Pp 51-57 (2016)
An unconventional subdivision of volumetric strains, the newly formulated frictional and critical frictional states and some of energetic and stress condition assumptions result in new stress-plastic dilatancy relationships. These new stress-plastic
Externí odkaz:
https://doaj.org/article/3a2f5e11f45e4d08949249bb65a7f996
Autor:
Szypcio Zenon
Publikováno v:
Studia Geotechnica et Mechanica, Vol 38, Iss 4, Pp 59-65 (2016)
Different forms of the stress-dilatancy relations obtained based on the frictional theory for the triaxial condition are presented. The analysed test data show that the shear resistance of many soils is purely frictional. The angle Φ0 represents the
Externí odkaz:
https://doaj.org/article/5cfab93ca1e9453c8df740209b5e1714
Autor:
Szypcio Zenon
Publikováno v:
E3S Web of Conferences, Vol 92, p 09004 (2019)
The influence of particle breakage on soil behaviour is important from theoretical and practical perspectives. Particle breakage changes the internal energy in two ways. First, internal energy is consumed for particle crushing and second, the interna
Externí odkaz:
https://doaj.org/article/33f8e994109d492ea561aa918543f6e3
Akademický článek
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Autor:
Szypcio, Zenon1 (AUTHOR) z.szypcio@pb.edu.pl, Dołżyk-Szypcio, Katarzyna1 (AUTHOR), Chmielewska, Iwona1 (AUTHOR)
Publikováno v:
Materials (1996-1944). Jan2023, Vol. 16 Issue 2, p609. 14p.
Akademický článek
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