Zobrazeno 1 - 10
of 43
pro vyhledávání: '"Gustav Grimstad"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 6, Pp 1010-1030 (2017)
The Norwegian Public Roads Administration (NPRA) is planning for an upgrade of the E39 highway route at the westcoast of Norway. Fixed links shall replace ferries at seven fjord crossings. Wide spans and large depths at the crossings combined with ch
Externí odkaz:
https://doaj.org/article/841cc2b6a90b4da8bb9cab681d9f434c
Publikováno v:
Frontiers in Physics, Vol 7 (2019)
Modern soil mechanics (geotechnical engineering) was developed as a branch of civil engineering from the 1920's. While modern porous media physics was developed as a branch of physics and applied mathematics from roughly the same period of time. In s
Externí odkaz:
https://doaj.org/article/90f1147b339b4e80a9229a0c70491b7d
Publikováno v:
Géotechnique. :1-13
The thermodynamically based hyperplasticity framework is employed to develop a hyper-viscoplastic constitutive model describing clay's creep and rate-dependent behaviour. The proposed model complies with the concept of the isotache viscosity and the
Publikováno v:
Naturen. 146:69-82
Publikováno v:
International Journal of Solids and Structures. 273:112267
The Skempton pore pressure coefficient, B, is defined as the variation in pore pressure with the unit change in confining pressure under undrained conditions. The B parameter is an essential parameter to consider the coupled effects of solid–fluid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2d553c22bc6c9f157896dab8e0b17c37
https://zenodo.org/record/6596153
https://zenodo.org/record/6596153
Autor:
Chuangxin Lyu, Satoshi Nishimura, Gudmund Reidar Eiksund, Gustav Grimstad, Seyed Ali Ghoreishian Amiri, Feng Zhu
Publikováno v:
Acta Geotechnica
A systematical testing program on frozen Onsøy clay under isotropic loading and undrained shearing at different temperatures (- 3 * - 10 C), strain rates (0.2*5%/h) and initial Terzaghi effective stress (20*400 kPa) was conducted with the focus on p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9f5196b363018863bb4357279076f36b
https://zenodo.org/record/6596163
https://zenodo.org/record/6596163
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. :1-43
Despite the prevalence of peat in northern areas of Europe and elsewhere, there are comparatively few case histories of carefully monitored embankments constructed directly on peat. In addition the...
Publikováno v:
Géotechnique Letters
This paper addresses the derivation of creep models using the framework of hyper-viscoplasticity. It demonstrates that the formulations widely used already can easily be obtained using the hyper-viscoplastic formalism. This means that existing formul