Zobrazeno 1 - 10
of 19
pro vyhledávání: '"S. Rimoy"'
Autor:
Pascal Ambrose, S. Rimoy
Publikováno v:
Tanzania Journal of Engineering and Technology; Vol. 40 No. 1 (2021); 28-38
California Bearing Ratio (CBR) laboratory testing is the conventional method for determining soaked strengths of pavement subgrades. The test requires careful preparation of soil samples followed by four days of water soaking before penetrating the s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5489c012f0245b4490a613be31385e1d
https://doi.org/10.52339/tjet.v40i1.711
https://doi.org/10.52339/tjet.v40i1.711
Autor:
Kenneth Gavin, Richard J. Jardine, Pasquale Carotenuto, Imane Salama, M. Silva, Roselyn Carroll, S. Rimoy, Christophe Dano
Publikováno v:
Geotechnique: international journal of soil mechanics, 70(6)
Géotechnique
Géotechnique
This paper investigates the influences that steel type, in situ soil properties, water table depth, pile diameter, roughness and driving procedures have on the ageing behaviour of piles driven in sand. Tension tests have been performed on 51 open-end
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4a2be40044675008e462763fe70225ae
http://resolver.tudelft.nl/uuid:51d85957-38e9-410d-9ad5-2f7b9fcddca3
http://resolver.tudelft.nl/uuid:51d85957-38e9-410d-9ad5-2f7b9fcddca3
Autor:
Zhongxuan Yang, S. Rimoy, Bitang Zhu, Richard J. Jardine, M. Silva, Cristina de Hollanda Cavalcanti Tsuha
Publikováno v:
Géotechnique. 65:576-589
The axial capacities of piles driven in silica sands are known to grow over the months that follow installation, long after all driving-induced pore pressures have dissipated. However, there is uncertainty over the processes that govern the observed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7714991affbca7a6b710a6f72931304
https://doi.org/10.1680/geot.14.p.112
https://doi.org/10.1680/geot.14.p.112
Akademický článek
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Autor:
Richard J. Jardine, S. Rimoy
Publikováno v:
Frontiers in Offshore Geotechnics III ISBN: 9781138028487
Frontiers in Offshore Geotechnics III
Frontiers in Offshore Geotechnics III
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c39d397ca0ce20a71bae9b987a9b4e0
https://doi.org/10.1201/b18442-84
https://doi.org/10.1201/b18442-84
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 141
Z. X. Yang; R. J. Jardine; B. T. Zhu; and S. Rimoy Associate Professor, Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Research Center of Coastal and Urban Geotechnical Engineering, Dept. of Civil Engineering,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89f7af47602c1e97689be401ab46ad9e
https://doi.org/10.1061/(asce)gt.1943-5606.0001213
https://doi.org/10.1061/(asce)gt.1943-5606.0001213
Establishing the stress conditions developed around displacement piles in sands is crucial to improving the understanding and modeling of their behavior. High-quality experiments and theoretical analyses are providing new insights into the effects of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d9258c217d5f0747c888edb8daa8c32e
http://hdl.handle.net/10044/1/18672
http://hdl.handle.net/10044/1/18672
A review of the load applied to multi-pile offshore wind turbine foundations is presented, from which the need to consider the response to axial cyclic loading is emphasised. The paucity of available data on field tests on driven piles in sand is not
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::40466d93d4ad38f64581e5664fd3479a
http://hdl.handle.net/10044/1/18666
http://hdl.handle.net/10044/1/18666
Autor:
P. Foray, Richard J. Jardine, Cristina de Hollanda Cavalcanti Tsuha, Zhongxuan Yang, S. Rimoy, M. Silva
Publikováno v:
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Universidade de São Paulo (USP)
instacron:USP
Field experiments have demonstrated that piles driven into sand can respond to axial cyclic loading in Stable, Unstable or Meta-Stable ways, depending on the combinations of mean and cyclic loads and the number of cycles. An understanding of the thre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aadcb8459972ff596c3502caf44df61a
http://hdl.handle.net/10044/1/18671
http://hdl.handle.net/10044/1/18671
Akademický článek
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