{"id":220,"date":"2021-01-25T11:12:07","date_gmt":"2021-01-25T10:12:07","guid":{"rendered":"https:\/\/www.groutpower.it\/?page_id=220"},"modified":"2021-01-25T18:28:06","modified_gmt":"2021-01-25T17:28:06","slug":"bibliografia","status":"publish","type":"page","link":"https:\/\/www.groutpower.it\/bibliografia\/","title":{"rendered":"BIBLIOGRAFIA"},"content":{"rendered":"

[vc_row row_type=”row_full_center_content”][vc_column][vc_tta_tabs style=”flat” shape=”square” color=”purple” spacing=”10″ gap=”15″ active_section=”1″ no_fill_content_area=”true”][vc_tta_section i_position=”right” i_icon_fontawesome=”fas fa-chevron-circle-down” add_icon=”true” title=”GROUT SYSTEM” tab_id=”grout-system”][vc_empty_space height=”20px”][vc_row_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tManutenzione e risanamento strutturale di viadotti stradali: casi di studio su infrastrutture ANAS della Calabria<\/a>\n\t\t<\/h4>\n\t\t\t
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Edi-Cem srl \u2013 Rivista \u201cStrade e Autostrade\u201d numero 5\/2020
\nR. Rosignoli 01\/09\/2020<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tReazione e resistenza al fuoco dei materiali e delle strutture<\/a>\n\t\t<\/h4>\n\t\t\t
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E. Mocco 23\/07\/2020<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tAzichem e i BIM: Building Information Modeling<\/a>\n\t\t<\/h4>\n\t\t\t
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M. Gadioli 11\/12\/2019<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][\/vc_row_inner][vc_separator][vc_row_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tLe fibre Readymesh per il calcestruzzo e i conglomerati cementizi<\/a>\n\t\t<\/h4>\n\t\t\t
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M. Gadioli 11\/06\/2018<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tEsposizione e risanamento dei calcestruzzi in ambiente marino<\/a>\n\t\t<\/h4>\n\t\t\t
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E. Mocco 16\/12\/2017<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tPropriet\u00e0 del calcestruzzo: resistivit\u00e0<\/a>\n\t\t<\/h4>\n\t\t\t
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E. Mocco 18\/07\/2017<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][\/vc_row_inner][vc_separator][vc_row_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tCalcestruzzo e alte temperature di servizio<\/a>\n\t\t<\/h4>\n\t\t\t
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E. Mocco 03\/11\/2016<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tFessure nel calcestruzzo: appunti per una maggiore comprensione del quadro fessurativo<\/a>\n\t\t<\/h4>\n\t\t\t
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E. Mocco 15\/05\/2016<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tCalcestruzzo d'inverno - istruzioni per l'uso<\/a>\n\t\t<\/h4>\n\t\t\t
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E. Mocco 09\/01\/2016<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][\/vc_row_inner][vc_separator][vc_row_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tCalcestruzzo da trasportare con pompa<\/a>\n\t\t<\/h4>\n\t\t\t
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E. Mocco 15\/07\/2015<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″][\/vc_column_inner][vc_column_inner width=”1\/3″][\/vc_column_inner][\/vc_row_inner][\/vc_tta_section][vc_tta_section i_position=”right” i_icon_fontawesome=”fas fa-chevron-circle-down” add_icon=”true” title=”RINFOR SYSTEM” tab_id=”rinfor-system”][vc_row_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tSynergy between crystalline admixtures and nano-constituents in enhancing autogenous healing capacity of cementitious composites under cracking and healing cycles in aggressive waters<\/a>\n\t\t<\/h4>\n\t\t\t
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E. Cuenca, L. Ferrara, A. Mezzena 09\/11\/2020<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tTensile behaviour identification in Ultra-High Performance Fibre Reinforced Cementitious Composites: indirect tension tests and back analysis of flexural test results<\/a>\n\t\t<\/h4>\n\t\t\t
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F. Lo Monte, L. Ferrara 30\/10\/2020<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tIl ciclo di vita dei calcestruzzi ad elevata durabilit\u00e0 applicati in ambienti estremamente aggressivi<\/a>\n\t\t<\/h4>\n\t\t\t
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M. C. Caruso, C. Pascale, E. Camacho, S. Scalari, F. Animato, M. C. Alonso, E. Torroja, M. Gimenez, L. Ferrara 21\/07\/2020<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][\/vc_row_inner][vc_separator][vc_row_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tDuctile-to-brittle transition in fiber-reinforced materials: effects of dimensional scale and fiber volume ratio<\/a>\n\t\t<\/h4>\n\t\t\t
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L. Aledda, A. Carpinteri, F. Accornero 19\/09\/2019<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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Resistenza al fuoco, prestazioni meccaniche ed evidenze applicative dei micro-calcestruzzi ad elevatissime prestazioni Refor-Tec, utilizzati nel campo del rinforzo di strutture in c.a. e muratura\n\t\t<\/h4>\n\t\t\t
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S. Maringoni, R. Rosignoli 01\/09\/2014
\nAtti del Convegno \u201cConcrete 2014 Progetto e Tecnologia per il Costruito tra XX e XXI secolo\u201d Termoli settembre 2014<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tMiglioramento sismico di un edificio di edilizia residenziale pubblica mediante tecnologia basate su microcalcestruzzo e materiali compositi<\/a>\n\t\t<\/h4>\n\t\t\t
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L.A. Marsano, F. Mastropasqua, S. Maringoni, R. Rosignoli 01\/01\/2014<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][\/vc_row_inner][vc_separator][vc_row_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tIntervento di miglioramento sismico di un edificio in c.a. a Coppito (AQ) classificato con esito E a seguito del sisma del 06.04.2009<\/a>\n\t\t<\/h4>\n\t\t\t
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R. Bergamante, P. De Donato, P. Manetta, S. Maringoni 01\/05\/2013<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tHigh Performance Fiber Reinforced Concrete Jacketing in a Seismic Retrofitting Application<\/a>\n\t\t<\/h4>\n\t\t\t
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A. Meda, R. Rosignoli, D. Rosignoli, F. Simonelli 01\/09\/2012<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tMiglioramento sismico di un edificio di edilizia residenziale pubblica mediante tecnologia basate su microcalcestruzzo e materiali compositi<\/a>\n\t\t<\/h4>\n\t\t\t
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L.A. Marsano, F. Mastropasqua, S. Maringoni, R. Rosignoli 01\/01\/2014<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][\/vc_row_inner][\/vc_tta_section][vc_tta_section i_position=”right” i_icon_fontawesome=”fas fa-chevron-circle-down” add_icon=”true” title=”FLOORTECH SYSTEM” tab_id=”floortech-system”][vc_row_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tLa valutazione della Resistenza all'Usura dei Pavimenti in Calcestruzzo<\/a>\n\t\t<\/h4>\n\t\t\t
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R. Muselli 06\/09\/2020<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tFibrorinforzi per strade in calcestruzzo<\/a>\n\t\t<\/h4>\n\t\t\t
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R. Rosignoli 21\/01\/2020<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tFibre READYMESH per pavimentazioni in calcestruzzo fibrorinforzato<\/a>\n\t\t<\/h4>\n\t\t\t
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R. Rosignoli 04\/11\/2019<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][\/vc_row_inner][vc_separator][vc_row_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tStrato d'usura ad alte prestazioni su pavimentazioni in calcestruzzo<\/a>\n\t\t<\/h4>\n\t\t\t
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R. Rosignoli 18\/09\/2019<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tL\u2019affioramento delle fibre strutturali nelle pavimentazioni di calcestruzzo finite con fratazzatrice meccanica<\/a>\n\t\t<\/h4>\n\t\t\t
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R. Muselli 04\/09\/2018<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tGiunti e pavimenti di calcestruzzo<\/a>\n\t\t<\/h4>\n\t\t\t
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E. Mocco 18\/07\/2017<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][\/vc_row_inner][vc_separator][vc_row_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tQL NANO LITHIUM indurente chimico-meccanico nanotecnologico per pavimenti in calcestruzzo<\/a>\n\t\t<\/h4>\n\t\t\t
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M. Gadioli 03\/07\/2017<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tGiunti di contrazione: misure di contenimento delle criticit\u00e0<\/a>\n\t\t<\/h4>\n\t\t\t
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E. Mocco 03\/06\/2016<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tEffetti dell'alta temperatura sulle pavimentazioni industriali<\/a>\n\t\t<\/h4>\n\t\t\t
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R. Muselli 02\/06\/2016<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][\/vc_row_inner][vc_separator][vc_row_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tPavimentazioni esterne di calcestruzzo: degrado da gelo-disgelo<\/a>\n\t\t<\/h4>\n\t\t\t
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E. Mocco 09\/11\/2015<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″]\n\t

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\n\t\t\t\tDelaminazioni delle pavimentazioni in calcestruzzo: quando la causa \u00e8 il bleeding ritardato<\/a>\n\t\t<\/h4>\n\t\t\t
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R. Muselli 09\/06\/2015<\/p>\n\t\t\t<\/div>\n\t<\/div>[\/vc_column_inner][vc_column_inner width=”1\/3″][\/vc_column_inner][\/vc_row_inner][\/vc_tta_section][\/vc_tta_tabs][\/vc_column][\/vc_row]<\/p>\n","protected":false},"excerpt":{"rendered":"

[vc_row row_type=”row_full_center_content”][vc_column][vc_tta_tabs style=”flat” shape=”square” color=”purple” spacing=”10″ gap=”15″ active_section=”1″ no_fill_content_area=”true”][vc_tta_section i_position=”right” i_icon_fontawesome=”fas fa-chevron-circle-down” add_icon=”true” title=”GROUT SYSTEM” tab_id=”grout-system”][vc_empty_space height=”20px”][vc_row_inner][vc_column_inner width=”1\/3″][\/vc_column_inner][vc_column_inner width=”1\/3″][\/vc_column_inner][vc_column_inner width=”1\/3″][\/vc_column_inner][\/vc_row_inner][vc_separator][vc_row_inner][vc_column_inner width=”1\/3″][\/vc_column_inner][vc_column_inner …<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-220","page","type-page","status-publish","hentry"],"yoast_head":"\nBIBLIOGRAFIA - GroutPower<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.groutpower.it\/bibliografia\/\" \/>\n<meta property=\"og:locale\" content=\"it_IT\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"BIBLIOGRAFIA - 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