Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Rock foundations"'
Publikováno v:
矿业科学学报, Vol 9, Iss 4, Pp 597-607 (2024)
This study conducted bearing capacity test of high-steep rock slope foundation under different slope angles and slope distances to investigate the bearing capacity of high-steep rock slope foundation. We carried out numerical simulation to analyze th
Externí odkaz:
https://doaj.org/article/b5027a1e007e423a854232223938afc0
Autor:
Maria Luísa Braga Farinha, Nuno Monteiro Azevedo, Noemi Alejandra Schclar Leitão, João Rocha de Almeida, Sérgio Oliveira
Publikováno v:
Geotechnics, Vol 2, Iss 1, Pp 133-157 (2022)
Evaluation of the sliding stability of concrete dams requires the use of numerical tools not only able to simulate the coupled hydromechanical behavior but also able to adequately represent the foundation discontinuities and the specific features of
Externí odkaz:
https://doaj.org/article/5760dc71268549eabf0b0566c52b8b8a
Akademický článek
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Akademický článek
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Publikováno v:
Вестник МГСУ.
Проведен статистический анализ массовых определений коэффициента фильтрации в целях построения наиболее точной расчетной модели филь
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2806::e75653bb31d29653d3e13ee841b4a3a7
http://cyberleninka.ru/article/n/opredelenie-filtratsionnoy-neodnorodnosti-skalnyh-massivov-osnovaniya-gidrosooruzheniya-metodom-statisticheskogo-analiza-na-primere
http://cyberleninka.ru/article/n/opredelenie-filtratsionnoy-neodnorodnosti-skalnyh-massivov-osnovaniya-gidrosooruzheniya-metodom-statisticheskogo-analiza-na-primere
Publikováno v:
Вестник МГСУ.
Предложена авторская методика определения фильтрационной неоднородности скальных массивов основания гидросооружения. Уточнен способ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2806::9bafa3eb744bf2c76b460dc82ce498c9
http://cyberleninka.ru/article/n/metodika-opredeleniya-filtratsionnoy-neodnorodnosti-skalnyh-massivov-osnovaniya-gidrosooruzheniya
http://cyberleninka.ru/article/n/metodika-opredeleniya-filtratsionnoy-neodnorodnosti-skalnyh-massivov-osnovaniya-gidrosooruzheniya
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Agência para a Sociedade do Conhecimento (UMIC)-FCT-Sociedade da Informação
instacron:RCAAP
Agência para a Sociedade do Conhecimento (UMIC)-FCT-Sociedade da Informação
instacron:RCAAP
Submitted by Maria Luísa Braga Farinha (lbraga@lnec.pt) on 2012-05-08T16:45:07Z No. of bitstreams: 1 Farinha_Lemos_Maranha_FSCE_2012_fulltext.pdf: 759542 bytes, checksum: b77f4a9444a81112d57eb90b4b2d26fc (MD5) Approved for entry into archive by elia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::289e4bec501f04fd36150f25ecc2d76e
https://doi.org/10.1007/s11709-012-0142-1
https://doi.org/10.1007/s11709-012-0142-1
This paper presents a study on seepage in a gravity dam foundation carried out with a view to evaluating dam stability for the failure scenario of sliding along the dam/foundation interface. A discontinuous model of the dam foundation was developed,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3842::412b303ae71c0652a7d29d9a6fd168ea
http://repositorio.lnec.pt:8080/jspui/handle/123456789/1003455
http://repositorio.lnec.pt:8080/jspui/handle/123456789/1003455
This paper presents the application of a methodology which can be used to assess arch dam foundation stability, using the discrete element method (DEM) and the code 3DEC. A global three-dimensional model of a dam foundation was developed, in which so
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3842::c5a9f7968d9abc2d0d37c863285472e4
http://repositorio.lnec.pt:8080/jspui/handle/123456789/1002717
http://repositorio.lnec.pt:8080/jspui/handle/123456789/1002717
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Agência para a Sociedade do Conhecimento (UMIC)-FCT-Sociedade da Informação
instacron:RCAAP
Agência para a Sociedade do Conhecimento (UMIC)-FCT-Sociedade da Informação
instacron:RCAAP
Borehole water-inflow tests allow measurement of discharges and water pressures in isolated sections of drains and piezometric boreholes. A series of water-inflow tests and water electrical conductivity analysis were carried out in an area of the fou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::8a09cb8d45cd41b0a0c959909da920a7
http://repositorio.lnec.pt:8080/jspui/handle/123456789/1001490
http://repositorio.lnec.pt:8080/jspui/handle/123456789/1001490