Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Lukas Knittel"'
Autor:
Andrzej Niemunis, Lukas Knittel
Publikováno v:
Open Geomechanics, Vol 2, Iss 1 (2021)
Most triaxial tests are fraught with substantial membrane penetration errors. A simple correction procedure for data obtained from various tests is proposed. In particular, a correction of the undrained cyclic stress paths is presented in detail. It
Externí odkaz:
https://doaj.org/article/105eff7743bf45cc8fc3945ece0d29ec
Publikováno v:
geotechnik. 45:3-15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f60179d091e2561bedb64aec4f70c65b
https://doi.org/10.1002/gete.202100006
https://doi.org/10.1002/gete.202100006
Publikováno v:
Bautechnik. 98:627-639
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b50b755882209bdb5b2adba3f0ae6434
https://doi.org/10.1002/bate.202100032
https://doi.org/10.1002/bate.202100032
Publikováno v:
Volume 9: Offshore Geotechnics.
For the design and construction of Offshore Wind Energy Turbines (OWT), it is essential to predict deformations in the subsoil. Wind and waves cause a high-cycle loading on these structures. To ensure their servicability, reliable soil models for pre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5646dfd24d9fea3532036d08f2bdb527
https://doi.org/10.1115/omae2022-79696
https://doi.org/10.1115/omae2022-79696
Autor:
Andrzej Niemunis, Gerhard Huber, Edgar Espino, Theodoros Triantafyllidis, Torsten Wichtmann, Lukas Knittel
Publikováno v:
Acta Geotechnica. 15:2075-2088
The elastic stiffness of a fine sand at small to moderate strains ( $$\varepsilon \le 2 \times 10^{-4}$$ ) has been studied based on cyclic triaxial tests on cube-shaped samples with local strain measurements. Three samples with different densities (
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::228e0dfdb0d4ac1a9307de0a236e3358
https://doi.org/10.1007/s11440-019-00893-9
https://doi.org/10.1007/s11440-019-00893-9
Publikováno v:
CCS
Cross-Site Leaks (XS-Leaks) describe a client-side bug that allows an attacker to collect side-channel information from a cross-origin HTTP resource. They are a significant threat to Internet privacy since simply visiting a web page may reveal if the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e4cbdc5f86e31555c7c58966530d0ea3
https://doi.org/10.1145/3460120.3484739
https://doi.org/10.1145/3460120.3484739
Publikováno v:
Communications in Computer and Information Science ISBN: 9783030507251
HCI (38)
HCI (38)
This poster describes the development of a presentation mode for process models that are created with the sociotechnical modeling method SeeMe. It explains how such a mode can be valuable to guide an audience through a presentation and assist in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4079b90a9d6baa99b6a5f7dd359776ad
https://doi.org/10.1007/978-3-030-50726-8_6
https://doi.org/10.1007/978-3-030-50726-8_6
Autor:
Lukas Knittel, Andrzej Niemunis
Publikováno v:
Open Geomechanics
Most triaxial tests are fraught with substantial membrane penetration errors. A simple correction procedure for data obtained from various tests is proposed. Correction formulas for the membrane penetration error have been derived for different types
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5a83982c66ea82718918d8a04da41f3a
https://publikationen.bibliothek.kit.edu/1000148076/148947620
https://publikationen.bibliothek.kit.edu/1000148076/148947620
Autor:
Lukas Knittel, Torsten Wichtmann
Publikováno v:
Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice ISBN: 9783030285159
The paper summarizes a long-term experimental research program on the behaviour of granular soils under high-cyclic loading, that means a loading with many cycles (\(N \ge 10^3\)) and relatively small strain amplitudes (\(\varepsilon ^{\text {ampl}}\
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ed486e0744b12b2502db1b2fc88cb3ef
https://doi.org/10.1007/978-3-030-28516-6_8
https://doi.org/10.1007/978-3-030-28516-6_8
Publikováno v:
Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice ISBN: 9783030285159
A simple, yet versatile yield surface in the stress space is combined with a hypoplastic equation to simulate the influence of recent deformation history on the mechanical behaviour of sand. This yield surface is used to describe the intensity of ane
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7ba843cf0125fc399db82422d2769ec1
https://doi.org/10.1007/978-3-030-28516-6_2
https://doi.org/10.1007/978-3-030-28516-6_2