Efficiency justification for stone-concrete face zone of rockfill dams with reinforced concrete face
At present, over 600 dams with a reinforced concrete face are built worldwide; 7 of them are higher than 200 m. However, most of these dams have an inherent disadvantage – face cracking [1, 2, 3], caused by face deformations resulted from the difference in deformation properties of the face and down...
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EDP Sciences
2021-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/40/e3sconf_conmechydro2021_03022.pdf |
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doaj-c7abcab7fd624f2aafcdf91c2ea1f3522021-06-11T07:16:51ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012640302210.1051/e3sconf/202126403022e3sconf_conmechydro2021_03022Efficiency justification for stone-concrete face zone of rockfill dams with reinforced concrete faceBestuzheva Aleksandra0Gadai Dimitri1Moscow State University of Civil EngineeringJSC "Institute "Orgenergostroy"At present, over 600 dams with a reinforced concrete face are built worldwide; 7 of them are higher than 200 m. However, most of these dams have an inherent disadvantage – face cracking [1, 2, 3], caused by face deformations resulted from the difference in deformation properties of the face and downstream toe. To solve this problem, the authors consider the arrangement of a massive stone-concrete face zone.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/40/e3sconf_conmechydro2021_03022.pdf |
| collection |
DOAJ |
| language |
English |
| format |
Article |
| sources |
DOAJ |
| author |
Bestuzheva Aleksandra Gadai Dimitri |
| spellingShingle |
Bestuzheva Aleksandra Gadai Dimitri Efficiency justification for stone-concrete face zone of rockfill dams with reinforced concrete face E3S Web of Conferences |
| author_facet |
Bestuzheva Aleksandra Gadai Dimitri |
| author_sort |
Bestuzheva Aleksandra |
| title |
Efficiency justification for stone-concrete face zone of rockfill dams with reinforced concrete face |
| title_short |
Efficiency justification for stone-concrete face zone of rockfill dams with reinforced concrete face |
| title_full |
Efficiency justification for stone-concrete face zone of rockfill dams with reinforced concrete face |
| title_fullStr |
Efficiency justification for stone-concrete face zone of rockfill dams with reinforced concrete face |
| title_full_unstemmed |
Efficiency justification for stone-concrete face zone of rockfill dams with reinforced concrete face |
| title_sort |
efficiency justification for stone-concrete face zone of rockfill dams with reinforced concrete face |
| publisher |
EDP Sciences |
| series |
E3S Web of Conferences |
| issn |
2267-1242 |
| publishDate |
2021-01-01 |
| description |
At present, over 600 dams with a reinforced concrete face are built worldwide; 7 of them are higher than 200 m. However, most of these dams have an inherent disadvantage – face cracking [1, 2, 3], caused by face deformations resulted from the difference in deformation properties of the face and downstream toe. To solve this problem, the authors consider the arrangement of a massive stone-concrete face zone. |
| url |
https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/40/e3sconf_conmechydro2021_03022.pdf |
| work_keys_str_mv |
AT bestuzhevaaleksandra efficiencyjustificationforstoneconcretefacezoneofrockfilldamswithreinforcedconcreteface AT gadaidimitri efficiencyjustificationforstoneconcretefacezoneofrockfilldamswithreinforcedconcreteface |
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1721383047036665856 |