{"id":4862,"date":"2017-07-03T13:45:15","date_gmt":"2017-07-03T13:45:15","guid":{"rendered":"http:\/\/www.inacces.com\/?p=4862\/"},"modified":"2017-07-03T15:22:07","modified_gmt":"2017-07-03T15:22:07","slug":"ix-simposi-nacional-talussos-i-vessants-inestables-santander","status":"publish","type":"post","link":"https:\/\/www.inacces.com\/ca\/ix-simposi-nacional-talussos-i-vessants-inestables-santander\/","title":{"rendered":"IX Simposi Nacional sobre Talussos i Vessants Inestables. Santander."},"content":{"rendered":"

Del 27 al 30 de juny s’ha celebrat a Santander el IX Simposi Nacional sobre Talussos i Vessants Inestables <\/a>amb la pres\u00e8ncia de m\u00faltiples experts en el sector.<\/span><\/span><\/p>\n

Inacc\u00e9s Geot\u00e8cnica Vertical S.L.,<\/strong> ha participat de manera activa en el mateix, presentant una comunicaci\u00f3 t\u00e9cnica.<\/span><\/p>\n

Aquest Simposi, organitzat per la Universitat de Cant\u00e0bria, la Universitat Internacional Men\u00e9ndez i Pelayo, la Universitat Polit\u00e8cnica de Catalunya i l’International Center for numerical methods in Engineering, s’ha consolidat com un f\u00f2rum independent, obert i pluridisciplinar, amb l’objectiu de difondre els coneixements, presentar els aven\u00e7os recents i fomentar la discussi\u00f3 entre experts que treballen en aquest apassionant camp.<\/span><\/p>\n

Ricard Oliveras, enginyer t\u00e8cnic de Mines de Inacc\u00e9s Geot\u00e8cnica Vertical SL va realitzar una exposici\u00f3 t\u00e8cnica durant les jornades, presentant els treballs d’estabilitzaci\u00f3 i protecci\u00f3 contra els despreniments del vessant que afecta la platja de la Cala de Banyalbufar, a la Serra de Tramuntana, de l’illa de Mallorca realitzats per Inacc\u00e9s Geot\u00e8cnica Vertical SL.<\/span><\/p>\n

Aquests treballs van consistir b\u00e0sicament en la instal\u00b7laci\u00f3 d’una malla de triple torsi\u00f3<\/strong> tipus STEELGRID, refor\u00e7ada i plastificada. Els treballs vas ser realitzats per TRAGSA, a petici\u00f3 de la Demarcaci\u00f3 de Costes de Balears, durant el per\u00edode compr\u00e8s entre el 09 de juny al 7 d’agost de l’al 2014.<\/span><\/p>\n

La Cala de Banyalbufar es situa a la Serra de Tramuntana, serra litoral del nord-oest de l’illa de Mallorca. T\u00e9 forma completament circular, de molta verticalitat, amb altures m\u00e0ximes del tal\u00fas compreses entre 30 i 60m. Geol\u00f2gicament est\u00e0 formada per gresos, calcarenites, calc\u00e0ries i margues.<\/span><\/p>\n

El vessant ja havia estat protegit anteriorment enfront dels despreniments de roques, mitjan\u00e7ant un doble sistema de malla, concretament una primera capa de malla de triple torsi\u00f3 8×10-16 i una segona capa de panells de malla de cable de 5x3m 300×300 8mm, juntament amb un bulonat sistem\u00e0tic de barra gewi 25mm il = 3 m.<\/span><\/p>\n

A causa de l’acci\u00f3 agressiva de l’ambient sal\u00ed de la mar, havia perdut la seva funcionalitat i no garantia una correcta protecci\u00f3. El seu estat de corrosi\u00f3 i alteraci\u00f3 era de tal magnitud en la part mitjana i baixa del tal\u00fas que els cables met\u00e0l\u00b7lics es trencaven i trencaven davant d’una acci\u00f3 de doblegat, i el filferro de la malla de triple de torsi\u00f3 es desfeia en les mans davant d’una torsi\u00f3 o estirament.<\/span><\/p>\n

Els objectius de l’actuaci\u00f3 de protecci\u00f3 contra els despreniments<\/span><\/p>\n

van ser els seg\u00fcents:<\/span><\/h4>\n

1.La instal\u00b7laci\u00f3 d’un material resistent a l’ambient sal\u00ed que garant\u00eds la durabilitat de la protecci\u00f3 instal\u00b7lada.<\/span><\/p>\n

2.Una r\u00e0pida instal\u00b7laci\u00f3, a causa del curt termini disponible per a acabar les obres i obrir la platja per als ba\u00f1istas.del 2014.<\/span><\/p>\n

3.Garantizar la seguretat de les persones durant l’\u00fas de la platja. Com \u00e9s conegut el nivell de protecci\u00f3 dels banyistes o usuaris de les platges sol ser molt baix o nul. El risc geol\u00f2gic de defineix com el producte de tres factors: Perillositat, Exposici\u00f3 i Vulnerabilitat. L\u00f2gicament el factor ‘Exposici\u00f3’ dels banyistes \u00e9s molt important i clau.<\/span><\/p>\n

Per satisfer el primer objectiu es va instal\u00b7lar el producte Steelgrid HR 30 PVC, producte format per una capa de triple torsi\u00f3 8×20-16 amb recobriment galvanitzat Galfan classe A, amb refor\u00e7os de cable de 8 mm classe A, cada 30cm de panell. Tot aix\u00f2 recobert amb PVC.<\/span><\/p>\n

Per al segon objectiu, es va utilitzar un helic\u00f2pter per a la retirada de materials oxidats i la col\u00b7locaci\u00f3 in-situ de la nova membrana de consolidaci\u00f3.<\/span><\/p>\n

La soluci\u00f3 amb el sistema MACRO Steelgrid HR30 PVC calculada amb el programari Macro1 va definir una quadr\u00edcula de perforaci\u00f3 de 5m en horitzontal per 3m en vertical, amb ancoratges en barra B500-550 de 25ml i de longitud l = 3 metres juntament amb cables de refor\u00e7 horitzontals cada 3m, aquests cables de 12mm classe A i tamb\u00e9 amb recobriment PVC. Amb aquesta proposta es va donar una soluci\u00f3 equivalent o superior a la de projecte i que alhora augmentava la protecci\u00f3 a la corrosi\u00f3. Les plaques i femelles que es van col\u00b7locar, van ser galvanitzades en calent.<\/span><\/p>\n

La substituci\u00f3 del doble sistema de protecci\u00f3 existent (malla de triple torsi\u00f3 mes malla de cable) per un \u00fanic sistema que garant\u00eds la mateixa protecci\u00f3 i que permet\u00e9s un termini d’execuci\u00f3 m\u00e9s breu va ser clau per reduir el termini inicial de l’obra en un 35%.<\/span><\/p>\n

Les propostes de mitigaci\u00f3 de riscos projectades, van comportar un seguit de mesures d’actuaci\u00f3 que es poden agrupar en tres grans grups:<\/span><\/p>\n

1- Preparaci\u00f3 i neteja del tal\u00fas: Va comprendre el desbrossament de la vegetaci\u00f3 del tal\u00fas, el desmuntatge i retirada de 2.112 m\u00b2 de xarxa de cable, i el desmuntatge i retirada de 8.250m\u00b2 de malla triple torsi\u00f3.<\/strong><\/span><\/p>\n

2- Intervencions preventives d’eliminaci\u00f3 dels elements inestables: va comprendre els treballs de purgues manuals i demolici\u00f3 de cornises rocoses.<\/span><\/p>\n

3- Intervencions d’estabilitzaci\u00f3 dels elements inestables: Col\u00b7locaci\u00f3 de 8.800 m2 de malla Steelgrid HR 30 plastificada PVC, perforaci\u00f3 de m\u00e9s de 500 unitats de bulons de 25mm L = 3m i el refor\u00e7 amb 2.600ml de cables horitzontals plastificats PVC.<\/span><\/p>\n

En aquesta actuaci\u00f3, tamb\u00e9 es va treballar sobre uns ancoratges existents de 32mm gewi situats a les grans cornises inferiors de calcarenites, (tamb\u00e9 sustentades per pilars de formig\u00f3). Els caps d’ancoratge van ser decapats i pasivats mec\u00e0nicament i protegits amb imprimacions anti-\u00f2xid.<\/span><\/p>\n

Posteriorment als mesos d’estiu, es va dur a terme una actuaci\u00f3 complement\u00e0ria producte de l’inventari, de diferents volums rocosos inspeccionats en una campanya d’estacions geomec\u00e0niques. En aquests volums rocosos es van realitzar ancoratges de barra B500-500 de 25mm i de longitud l = 6 metres i cables de refor\u00e7 classe A amb recobriment PVC.<\/span><\/p>\n

\"\"<\/span><\/p>\n

\"\"\"\"<\/p>\n

\u00a0<\/span><\/p>\n

 <\/p>\n

 <\/p>\n","protected":false},"excerpt":{"rendered":"

Del 27 al 30 de juny s’ha celebrat a Santander el IX Simposi Nacional sobre Talussos i Vessants Inestables amb la pres\u00e8ncia de m\u00faltiples experts en el sector. Inacc\u00e9s Geot\u00e8cnica Vertical S.L., ha participat de manera activa en el mateix, presentant una comunicaci\u00f3 t\u00e9cnica. Aquest Simposi, organitzat per la Universitat de Cant\u00e0bria, la Universitat Internacional…<\/p>\n","protected":false},"author":4,"featured_media":4848,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[179,42],"tags":[212,213],"class_list":["post-4862","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-estabilizacion-taludes-ca","category-sense-categoria","tag-malla-de-triple-torsio","tag-malla-en-talussos"],"yoast_head":"\nIX Simposi Nacional sobre Talussos i Vessants Inestables. 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Santander.\" \/>\n<meta property=\"og:description\" content=\"Aquests treballs a banyalbufar van consistir b\u00e0sicament en la instal\u00b7laci\u00f3 d'una malla de triple torsi\u00f3 tipus STEELGRID, refor\u00e7ada i plastificada...\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.inacces.com\/ca\/ix-simposi-nacional-talussos-i-vessants-inestables-santander\/\" \/>\n<meta property=\"og:site_name\" content=\"Inacces\" \/>\n<meta property=\"article:published_time\" content=\"2017-07-03T13:45:15+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2017-07-03T15:22:07+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.inacces.com\/wp-content\/uploads\/2017\/07\/IMG_5207-banyalbufar.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"750\" \/>\n\t<meta property=\"og:image:height\" content=\"400\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"author\" content=\"Patricia Baena\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:creator\" content=\"@Inacces_Geotech\" \/>\n<meta name=\"twitter:site\" content=\"@Inacces_Geotech\" \/>\n<meta name=\"twitter:label1\" content=\"Escrit per\" \/>\n\t<meta name=\"twitter:data1\" content=\"Patricia Baena\" \/>\n\t<meta name=\"twitter:label2\" content=\"Temps estimat de lectura\" \/>\n\t<meta name=\"twitter:data2\" content=\"5 minuts\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\/\/www.inacces.com\/ca\/ix-simposi-nacional-talussos-i-vessants-inestables-santander\/#article\",\"isPartOf\":{\"@id\":\"https:\/\/www.inacces.com\/ca\/ix-simposi-nacional-talussos-i-vessants-inestables-santander\/\"},\"author\":{\"name\":\"Patricia Baena\",\"@id\":\"https:\/\/www.inacces.com\/ca\/#\/schema\/person\/9c5a2fb12673ba7d5f7bf711294e17fd\"},\"headline\":\"IX Simposi Nacional sobre Talussos i Vessants Inestables. 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