Zobrazeno 1 - 10
of 71
pro vyhledávání: '"Matteo Oryem Ciantia"'
Autor:
Yaseen Sharif, P. V. Pavan Kumar, Sumanta Haldar, Matteo Oryem Ciantia, Srikanta Patra, A.J. Lutenegger, Michael E. Brown
Publikováno v:
Géotechnique Letters. 11:333-339
Screw piles have been used to support a variety of structures due to their ease of installation and high axial capacity. Recently, screw piles have been proposed as an alternative foundation solution for offshore renewable structures due to their qui
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d09675b905055d7f1bbc923cbd718378
https://doi.org/10.1680/jgele.21.00071
https://doi.org/10.1680/jgele.21.00071
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 174:473-475
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5c281ddbb93dd62a5f2c1398b7a9e913
https://doi.org/10.1680/jgeen.2021.174.5.473
https://doi.org/10.1680/jgeen.2021.174.5.473
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
The final publication is available at Springer via http://dx.doi.org/10.1007/s00603-020-02142-y This paper addresses the problem of the stability of structures on calcareous rocks due to long-term weathering processes. The case study consists of a bu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2b439e15f9ee02f0ed08e28d3a1328d7
https://doi.org/10.1007/s00603-020-02142-y
https://doi.org/10.1007/s00603-020-02142-y
Autor:
Matteo Oryem Ciantia
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811677342
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac870e65649d19b34937301ada5364ea
https://doi.org/10.1007/978-981-16-7735-9_47
https://doi.org/10.1007/978-981-16-7735-9_47
Autor:
Mamoru Kikumoto, Matteo Oryem Ciantia
Biaxial shearing tests on dual-sized, 2d particle assemblies are conducted at several confining pressures. The effect of particle angularity, an important mesoscale shape descriptor, is investigated at the macro and micro levels. Macroscopically, it
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aab013fcdf7d0866c71cc5d41cb83822
https://doi.org/10.20933/100001233
https://doi.org/10.20933/100001233
This paper aims to present a few aspects of the development of a plastic-hardening macro-element model for steel wires in flexible protection systems. First, the material behaviour is obtained using uniaxial tensile tests. Successively, the evolution
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86de1093343138eff23c8cf0cbbc6ce7
https://doi.org/10.20933/100001232
https://doi.org/10.20933/100001232
Computational load of discrete element modelling (DEM) simulations is known to increase with the number of particles. To improve the computational efficiency hybrid methods using continuous elements in the far-field, have been developed to decrease t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5e91c663be3e913e9c016afd30393f84
https://doi.org/10.20933/100001236
https://doi.org/10.20933/100001236
Autor:
Matteo Oryem Ciantia
In this paper an isotropic hardening elastoplastic constitutive model for structured soils is applied to the simulation of a standard CPTu test in a saturated soft structured clay. To allow for the extreme deformations experienced by the soil during
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ecffa688f646b744651401151056373
https://doi.org/10.20933/100001230
https://doi.org/10.20933/100001230
When testing an 1:N geotechnical structure in the centrifuge, it is desirable to choose a large scale factor (N) that can fit the small-scale model in a model container and avoid unwanted boundary effects, however, this in turn may cause scale effect
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::99b2ba0462050bff4828a51423d157b8
https://doi.org/10.20933/100001235
https://doi.org/10.20933/100001235