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pro vyhledávání: '"Elliot James Fern"'
Autor:
Elliot James Fern
Publikováno v:
Computers and Geotechnics. 111:202-208
The numerical prediction of tunnel-induced deformations has always been challenging due to the large deformation taking place around the tunnel and the smaller deformation taking place at surface. This short communication investigates the ability of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1596bbcbbeae708e594bf50d4ffee21e
https://doi.org/10.1016/j.compgeo.2019.03.017
https://doi.org/10.1016/j.compgeo.2019.03.017
Publikováno v:
Tunnelling and Underground Space Technology. 77:249-260
The European Organisation for Nuclear Research (CERN) in Geneva has extensive underground facilities, which were built over the past 70 years in a weak layered sedimentary rock called the red molasse. CERN has thus been continuously exploring its und
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9cb4e4e80e14db109cd054aaa09c47cb
https://doi.org/10.1016/j.tust.2018.04.003
https://doi.org/10.1016/j.tust.2018.04.003
Autor:
Elliot James Fern, Kenichi Soga
Publikováno v:
Procedia Engineering. 175:14-20
It is well known that partial saturation enhances the mechanical behaviour of sand. Whilst its influence at small deformation has been largely discussed in the literature, its influence at large deformation remains largely unexplored. This paper inve
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6e14f6c941e3ad3edf2e747573fef69b
https://doi.org/10.1016/j.proeng.2017.01.005
https://doi.org/10.1016/j.proeng.2017.01.005
Autor:
Elliot James Fern, Kenichi Soga
Publikováno v:
Acta Geotechnica. 11:659-678
The granular column collapse is a well-established experiment which consists of having a vertical column of granular material on a flat surface and letting it collapse by gravity. Despite its simplicity in execution, the numerical modelling of a colu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a55921a03de63e958860eeab5ec9634b
https://doi.org/10.1007/s11440-016-0436-x
https://doi.org/10.1007/s11440-016-0436-x
Autor:
Kenichi Soga, Elliot James Fern
Publikováno v:
Numerical Methods in Geotechnical Engineering IX ISBN: 9781351003629
Numerical Methods in Geotechnical Engineering IX
Numerical Methods in Geotechnical Engineering IX
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7664aeb3c253141c51f50e4a63005517
https://doi.org/10.1201/9781351003629-3
https://doi.org/10.1201/9781351003629-3
Publikováno v:
Journal of Geotechnical and Environmental Engineering
It is well known that partial saturation increases the shear strength and dilatancy of unsaturated sand. However, little research has been carried out on the actual stress-dilatancy relationship. This paper shows that the increase in peak shear stren
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f6e0afc8a79f0440a32a714e4ee0b0f2
https://doi.org/10.1061/(asce)gt.1943-5606.0001546
https://doi.org/10.1061/(asce)gt.1943-5606.0001546
Autor:
Johannes Antonius Maria Teunissen, Elliot James Fern, Alexander Rohe, C. Zwanenburg, Kenichi Soga, Dirk Arie de Lange
This paper presents the results of an experimental and numerical investigation on the collapse of dykes involving soft soils. Nine centrifuge tests were carried out to investigate the dyke-subsoil interaction. The tests consisted in placing a dyke ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::146bd52a924026c51ea71235bcc7dd37