{"id":9685,"date":"2023-06-23T15:20:15","date_gmt":"2023-06-23T13:20:15","guid":{"rendered":"https:\/\/maccaferri-stage.softecspa.it\/pt\/success-stories\/encosta-sobranceira-a-rua-dr-pestana-junior\/"},"modified":"2024-11-13T14:59:42","modified_gmt":"2024-11-13T13:59:42","slug":"encosta-sobranceira-a-rua-dr-pestana-junior","status":"publish","type":"stories","link":"https:\/\/maccaferri-stage.softecspa.it\/pt\/success-stories\/encosta-sobranceira-a-rua-dr-pestana-junior\/","title":{"rendered":"ENCOSTA SOBRANCEIRA \u00c0 RUA DR. PESTANA J\u00daNIOR"},"content":{"rendered":"
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Problem<\/h3>\n <\/div>\n <\/div>\n <\/div>\n <\/div> \n <\/div>\n
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A zona em quest\u00e3o localiza-se na Encosta sobranceira \u00e0 Rua Dr. Pestana J\u00fanior no Munic\u00edpio do Funchal na Ilha da Madeira, integrada no Complexo Vulc\u00e2nico Superior (CVS) formado maioritariamente por basaltos que v\u00eam de fluxos alcalinos de lava do vulc\u00e3o escudo da Madeira. A chuva na Madeira \u00e9 um fen\u00f3meno muito comum, gerando press\u00f5es intersticiais nestes basaltos e causando deslizamentos de terra. Devido \u00e0 queda de blocos numas das principais vias das cidade do Funchal e da necessidade de garantir as condi\u00e7\u00f5es de estabilidade e preserva\u00e7\u00e3o das constru\u00e7\u00f5es existentes na crista e no p\u00e9 do talude, tornou-se urgente uma interven\u00e7\u00e3o que garantisse o controlo dos desprendimentos e queda de blocos, mitiga\u00e7\u00e3o dos fen\u00f3menos de eros\u00e3o, bem como a preserva\u00e7\u00e3o e prote\u00e7\u00e3o do dispositivo geol\u00f3gico de elevado valor cient\u00edfico e patrimonial, encontrando uma solu\u00e7\u00e3o que permitisse a visualiza\u00e7\u00e3o do mesmo. <\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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Solution<\/h3>\n <\/div>\n <\/div>\n <\/div>\n <\/div> \n <\/div>\n
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Projeto consistiu na consolida\u00e7\u00e3o estrutural do talude com cerca de 185m de extens\u00e3o e 26 metros de altura. Contemplou duas solu\u00e7\u00f5es para o problema, a solu\u00e7\u00e3o tipo 1 com recurso a malha de Dupla Tor\u00e7\u00e3o 8×10 – 16 (arame de 2,7mm) galvanizada com liga de Zn90%-Al10% classe A, garantindo que a durabilidade do produto seja >50 anos no ambiente C3 e marca\u00e7\u00e3o CE de acordo com ETA-16\/0758, refor\u00e7ada com uma malha de pregagens, com espa\u00e7amento vari\u00e1vel e cabos verticais, horizontais e diagonais de di\u00e2metro 16mm galvanizados com liga de Zn95%-Al5% Classe A. Complementada com geomalha MacMat19.1, geomalha formada por uma matriz tridimensional de pol\u00edmeros com uma massa por unidade de \u00e1rea de 550 g\/m2 de acordo com a EN ISO 9864 na maior parte da \u00e1rea. A solu\u00e7\u00e3o tipo 2 com recurso a bet\u00e3o projetado com fibras met\u00e1licas e malha de pregagens e geodrenos. Concretamente instalaram-se: – 10.800 m2 Malha de Dupla Tor\u00e7\u00e3o 8×10 – 16 (Zn90%-Al10% Classe A) refor\u00e7ada com malha de pregagens \u00d8 25mm e 32mm e 20.000 ml de cabos de \u00d816mm (Zn95%-Al5% Classe A) e em alguns locais complementada com 9.030m2 de geomalha MacMat 19.1 de cor castanha. <\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>","protected":false},"excerpt":{"rendered":"

Projeto consistiu na consolida\u00e7\u00e3o estrutural do talude com cerca de 185m de extens\u00e3o e 26 metros de altura. Contemplou duas solu\u00e7\u00f5es para o probl<\/p>\n","protected":false},"featured_media":7765,"parent":0,"menu_order":0,"template":"","stories-category":[],"stories-tag":[],"class_list":["post-9685","stories","type-stories","status-publish","has-post-thumbnail","hentry"],"acf":{"products":null,"applications":null,"solutions":null,"sectors":null},"yoast_head":"\nENCOSTA SOBRANCEIRA \u00c0 RUA DR. 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