{"id":4683,"date":"2020-06-08T12:26:25","date_gmt":"2020-06-08T10:26:25","guid":{"rendered":"https:\/\/preview.heinzehrbarpartners.com\/publicaciones\/montanas-con-alta-presion-de-la-roca\/"},"modified":"2020-06-08T12:26:26","modified_gmt":"2020-06-08T10:26:26","slug":"montanas-con-alta-presion-de-la-roca","status":"publish","type":"page","link":"https:\/\/www.heinzehrbarpartners.com\/es\/publicaciones\/montanas-con-alta-presion-de-la-roca\/","title":{"rendered":"Monta\u00f1as con alta presi\u00f3n de la roca"},"content":{"rendered":"

[et_pb_section fb_built=”1″ fullwidth=”on” module_class=”bg-overlay” _builder_version=”3.25.1″ background_color=”#000000″ use_background_color_gradient=”on” background_color_gradient_start=”rgba(160,160,160,0.41)” background_color_gradient_end=”rgba(0,0,0,0.41)” background_image=”https:\/\/www.heinzehrbarpartners.cyon.site\/wp-content\/uploads\/2019\/06\/claudia-soraya-269127-unsplash.jpg” parallax=”on”][et_pb_fullwidth_header title=”Publicaciones” subhead=”Roca con alta presi\u00f3n” text_orientation=”center” header_fullscreen=”on” header_scroll_down=”on” scroll_down_icon_color=”#8fcff2″ _builder_version=”4.4.3″ _dynamic_attributes=”subhead” title_font=”Saira Semi Condensed|||on|||||” title_text_color=”#ffffff” title_font_size=”40px” content_font=”Saira Semi Condensed||||||||” content_font_size=”22px” content_letter_spacing=”0.22px” content_line_height=”1.32em” subhead_font=”||||||||” subhead_font_size=”22px” content_link_font=”Saira Semi Condensed||||||||” content_link_text_color=”#8fcff2″ background_color=”rgba(0,0,0,0)” background_color_gradient_direction=”260deg” background_image=”https:\/\/www.heinzehrbarpartners.cyon.site\/wp-content\/uploads\/2020\/04\/2005001.jpeg” parallax=”on” parallax_method=”on” custom_button_one=”on” button_one_text_color=”#57a4da” button_one_bg_color=”rgba(143,207,242,0.3)” button_one_border_width=”1px” button_one_border_color=”#ffffff” button_one_font=”||||||||”][\/et_pb_fullwidth_header][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”3.24″ use_background_color_gradient=”on” background_color_gradient_start=”#022060″ background_color_gradient_end=”#3e6faa” background_color_gradient_direction=”90deg” custom_css_main_element=”min-height:81vh;”][et_pb_row column_structure=”3_4,1_4″ use_custom_gutter=”on” gutter_width=”2″ make_equal=”on” admin_label=”Servicios” module_id=”intro” _builder_version=”3.25.1″ custom_padding=”||0px|||” border_color_all=”#8fcff2″][et_pb_column type=”3_4″ _builder_version=”3.25″ custom_padding=”|||” custom_padding__hover=”|||”][et_pb_text _builder_version=”3.27.4″ text_font=”Open Sans||||||||” text_text_color=”#ffffff” text_font_size=”16px” custom_padding=”15px|25px|15px|25px||true” border_width_top=”1px” border_color_top=”#8fcff2″]<\/p>\n

Ehrbar, H.; Em macizo del Tavetsch Norte: Prueba de viabilidad, Tunnelling the Gotthrad; Asociaci\u00f3n Suiza para la Construcci\u00f3n de obras subterr\u00e1neas, 2016<\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_4″ _builder_version=”3.25.1″][et_pb_cta button_url=”@ET-DC@eyJkeW5hbWljIjp0cnVlLCJjb250ZW50IjoicG9zdF9saW5rX3VybF9hdHRhY2htZW50Iiwic2V0dGluZ3MiOnsicG9zdF9pZCI6IjQzNTAifX0 @” url_new_window=”on” button_text=”Leer PDF” _builder_version=”4.4.6″ _dynamic_attributes=”button_url” header_font=”Exo||||||||” body_font=”Exo||||||||” use_background_color=”off” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_button=”on” button_text_color=”#ffffff” button_bg_color=”#598dbd” button_border_width=”1px” button_border_color=”#ffffff” button_border_radius=”0px” button_font=”|||on|||||” custom_padding=”0px||18px|||” border_width_top=”1px” border_color_top=”#8fcff2″ button_text_size__hover_enabled=”off” button_one_text_size__hover_enabled=”off” button_two_text_size__hover_enabled=”off” button_text_color__hover_enabled=”off” button_one_text_color__hover_enabled=”off” button_two_text_color__hover_enabled=”off” button_border_width__hover_enabled=”off” button_one_border_width__hover_enabled=”off” button_two_border_width__hover_enabled=”off” button_border_color__hover_enabled=”off” button_one_border_color__hover_enabled=”off” button_two_border_color__hover_enabled=”off” button_border_radius__hover_enabled=”off” button_one_border_radius__hover_enabled=”off” button_two_border_radius__hover_enabled=”off” button_letter_spacing__hover_enabled=”off” button_one_letter_spacing__hover_enabled=”off” button_two_letter_spacing__hover_enabled=”off” button_bg_color__hover_enabled=”off” button_one_bg_color__hover_enabled=”off” button_two_bg_color__hover_enabled=”off”][\/et_pb_cta][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”3_4,1_4″ use_custom_gutter=”on” gutter_width=”2″ make_equal=”on” admin_label=”Servicios” module_id=”intro” _builder_version=”3.25.1″ custom_padding=”||0px|||” border_color_all=”#8fcff2″][et_pb_column type=”3_4″ _builder_version=”3.25″ custom_padding=”|||” custom_padding__hover=”|||”][et_pb_text _builder_version=”3.27.4″ text_font=”Open Sans||||||||” text_text_color=”#ffffff” text_font_size=”16px” custom_padding=”15px|25px|15px|25px||true” border_width_top=”1px” border_color_top=”#8fcff2″]Ehrbar, H.; Sostenimientos deformables para t\u00faneles excavados a gran profundidad y sujetos a grandes presiones; M\u00e9xico D.F., 2014[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_4″ _builder_version=”3.25.1″][et_pb_cta button_url=”\/wp-content\/———————————————————————————————” url_new_window=”on” button_text=”Leer PDF” _builder_version=”4.4.6″ header_font=”Exo||||||||” body_font=”Exo||||||||” use_background_color=”off” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_button=”on” button_text_color=”#ffffff” button_bg_color=”#598dbd” button_border_width=”1px” button_border_color=”#ffffff” button_border_radius=”0px” button_font=”|||on|||||” custom_padding=”0px||18px|||” border_width_top=”1px” border_color_top=”#8fcff2″ button_text_size__hover_enabled=”off” button_one_text_size__hover_enabled=”off” button_two_text_size__hover_enabled=”off” button_text_color__hover_enabled=”off” button_one_text_color__hover_enabled=”off” button_two_text_color__hover_enabled=”off” button_border_width__hover_enabled=”off” button_one_border_width__hover_enabled=”off” button_two_border_width__hover_enabled=”off” button_border_color__hover_enabled=”off” button_one_border_color__hover_enabled=”off” button_two_border_color__hover_enabled=”off” button_border_radius__hover_enabled=”off” button_one_border_radius__hover_enabled=”off” button_two_border_radius__hover_enabled=”off” button_letter_spacing__hover_enabled=”off” button_one_letter_spacing__hover_enabled=”off” button_two_letter_spacing__hover_enabled=”off” button_bg_color__hover_enabled=”off” button_one_bg_color__hover_enabled=”off” button_two_bg_color__hover_enabled=”off”][\/et_pb_cta][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”3_4,1_4″ use_custom_gutter=”on” gutter_width=”2″ make_equal=”on” admin_label=”Servicios” module_id=”intro” _builder_version=”3.25.1″ custom_padding=”0px||0px|||” border_color_all=”#8fcff2″][et_pb_column type=”3_4″ _builder_version=”3.25″ custom_padding=”|||” custom_padding__hover=”|||”][et_pb_text _builder_version=”3.27.4″ text_font=”Open Sans||||||||” text_text_color=”#ffffff” text_font_size=”16px” custom_padding=”15px|25px|15px|25px||true” border_width_top=”1px” border_color_top=”#8fcff2″]Kov\u00e1ri, K., Ehrbar, H.; La zona con alta presi\u00f3n de la roca en el TZM Norte – Dise\u00f1o y realizaci\u00f3n del proyecto, Swiss Tunnel Congress 2008, sia Documentation 0229[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_4″ _builder_version=”3.25.1″][et_pb_cta button_url=”\/wp-content\/———-Kovari_EhrbarSedrun————————————————————————–” url_new_window=”on” button_text=”Leer PDF” _builder_version=”4.4.6″ header_font=”Exo||||||||” body_font=”Exo||||||||” use_background_color=”off” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_button=”on” button_text_color=”#ffffff” button_bg_color=”#598dbd” button_border_width=”1px” button_border_color=”#ffffff” button_border_radius=”0px” button_font=”|||on|||||” custom_padding=”0px||18px|||” border_width_top=”1px” border_color_top=”#8fcff2″ button_text_size__hover_enabled=”off” button_one_text_size__hover_enabled=”off” button_two_text_size__hover_enabled=”off” button_text_color__hover_enabled=”off” button_one_text_color__hover_enabled=”off” button_two_text_color__hover_enabled=”off” button_border_width__hover_enabled=”off” button_one_border_width__hover_enabled=”off” button_two_border_width__hover_enabled=”off” button_border_color__hover_enabled=”off” button_one_border_color__hover_enabled=”off” button_two_border_color__hover_enabled=”off” button_border_radius__hover_enabled=”off” button_one_border_radius__hover_enabled=”off” button_two_border_radius__hover_enabled=”off” button_letter_spacing__hover_enabled=”off” button_one_letter_spacing__hover_enabled=”off” button_two_letter_spacing__hover_enabled=”off” button_bg_color__hover_enabled=”off” button_one_bg_color__hover_enabled=”off” button_two_bg_color__hover_enabled=”off”][\/et_pb_cta][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”3_4,1_4″ use_custom_gutter=”on” gutter_width=”2″ make_equal=”on” admin_label=”Servicios” module_id=”intro” _builder_version=”3.25.1″ custom_padding=”||0px|||” border_color_all=”#8fcff2″][et_pb_column type=”3_4″ _builder_version=”3.25″ custom_padding=”|||” custom_padding__hover=”|||”][et_pb_text _builder_version=”3.27.4″ text_font=”Open Sans||||||||” text_text_color=”#ffffff” text_font_size=”16px” custom_padding=”15px|25px|15px|25px||true” border_width_top=”1px” border_color_top=”#8fcff2″]<\/p>\n

Honorable, H.; Secci\u00f3n S<\/span>edrun del t\u00fanel de base del San Gotardo : Dominaci\u00f3n de zonas con alta presion ed la roca, Congreso Mundial de T\u00faneles, Estambul 2005<\/span><\/p>\n

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Ehrbar, H., Schoch Keller, S.; Riesgos geol\u00f3gicos y planificaci\u00f3n de acciones utilizando el ejemplo de la subsecci\u00f3n Sedrun; Geolog\u00eda AlpTransit (GEAT), Z\u00farich 2005<\/span><\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_4″ _builder_version=”3.25.1″][et_pb_cta button_url=”@ET-DC@eyJkeW5hbWljIjp0cnVlLCJjb250ZW50IjoicG9zdF9saW5rX3VybF9hdHRhY2htZW50Iiwic2V0dGluZ3MiOnsicG9zdF9pZCI6IjM4NDcifX0 @” url_new_window=”on” button_text=”Leer PDF” _builder_version=”4.4.6″ _dynamic_attributes=”button_url” header_font=”Exo||||||||” body_font=”Exo||||||||” use_background_color=”off” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_button=”on” button_text_color=”#ffffff” button_bg_color=”#598dbd” button_border_width=”1px” button_border_color=”#ffffff” button_border_radius=”0px” button_font=”|||on|||||” custom_padding=”0px||18px|||” border_width_top=”1px” border_color_top=”#8fcff2″ button_text_size__hover_enabled=”off” button_one_text_size__hover_enabled=”off” button_two_text_size__hover_enabled=”off” button_text_color__hover_enabled=”off” button_one_text_color__hover_enabled=”off” button_two_text_color__hover_enabled=”off” button_border_width__hover_enabled=”off” button_one_border_width__hover_enabled=”off” button_two_border_width__hover_enabled=”off” button_border_color__hover_enabled=”off” button_one_border_color__hover_enabled=”off” button_two_border_color__hover_enabled=”off” button_border_radius__hover_enabled=”off” button_one_border_radius__hover_enabled=”off” button_two_border_radius__hover_enabled=”off” button_letter_spacing__hover_enabled=”off” button_one_letter_spacing__hover_enabled=”off” button_two_letter_spacing__hover_enabled=”off” button_bg_color__hover_enabled=”off” button_one_bg_color__hover_enabled=”off” button_two_bg_color__hover_enabled=”off”][\/et_pb_cta][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”3_4,1_4″ use_custom_gutter=”on” gutter_width=”2″ make_equal=”on” admin_label=”Servicios” module_id=”intro” _builder_version=”3.25.1″ custom_padding=”||0px|||” border_color_all=”#8fcff2″][et_pb_column type=”3_4″ _builder_version=”3.25″ custom_padding=”|||” custom_padding__hover=”|||”][et_pb_text _builder_version=”3.27.4″ text_font=”Open Sans||||||||” text_text_color=”#ffffff” text_font_size=”16px” custom_padding=”15px|25px|15px|25px||true” border_width_top=”1px” border_color_top=”#8fcff2″]<\/p>\n

Ehrbar, H.; AlpTransit Gotoardo, Secci\u00f3n Sedrun _ t\u00fanelizacion en las zonas de alta presi\u00f3n de la roca – Desde el primer dise\u00f1o hasta la ejecuci\u00f3n; E<\/span>UROCK 2004 y 53<\/span>Rd<\/span> Geomec\u00e1nica Coloquio, Salzburgo<\/span> <\/span> 2004<\/span><\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_4″ _builder_version=”3.25.1″][et_pb_cta button_url=”@ET DC@eyJkeW5hbWljIjp0cnVlLCJjb250ZW50IjoicG9zdF9saW5rX3VybF9hdHRhY2htZW50Iiwic2V0dGluZ3MiOnsicG9zdF9pZCI6IjM4NDQifX0 @” url_new_window=”on” button_text=”Leer PDF” _builder_version=”4.4.6″ _dynamic_attributes=”button_url” header_font=”Exo||||||||” body_font=”Exo||||||||” use_background_color=”off” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_button=”on” button_text_color=”#ffffff” button_bg_color=”#598dbd” button_border_width=”1px” button_border_color=”#ffffff” button_border_radius=”0px” button_font=”|||on|||||” custom_padding=”0px||18px|||” border_width_top=”1px” border_color_top=”#8fcff2″ button_text_size__hover_enabled=”off” button_one_text_size__hover_enabled=”off” button_two_text_size__hover_enabled=”off” button_text_color__hover_enabled=”off” button_one_text_color__hover_enabled=”off” button_two_text_color__hover_enabled=”off” button_border_width__hover_enabled=”off” button_one_border_width__hover_enabled=”off” button_two_border_width__hover_enabled=”off” button_border_color__hover_enabled=”off” button_one_border_color__hover_enabled=”off” button_two_border_color__hover_enabled=”off” button_border_radius__hover_enabled=”off” button_one_border_radius__hover_enabled=”off” button_two_border_radius__hover_enabled=”off” button_letter_spacing__hover_enabled=”off” button_one_letter_spacing__hover_enabled=”off” button_two_letter_spacing__hover_enabled=”off” button_bg_color__hover_enabled=”off” button_one_bg_color__hover_enabled=”off” button_two_bg_color__hover_enabled=”off”][\/et_pb_cta][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”3_4,1_4″ use_custom_gutter=”on” gutter_width=”2″ make_equal=”on” admin_label=”Servicios” module_id=”intro” _builder_version=”3.25.1″ custom_padding=”||0px|||” border_color_all=”#8fcff2″][et_pb_column type=”3_4″ _builder_version=”3.25″ custom_padding=”|||” custom_padding__hover=”|||”][et_pb_text _builder_version=”3.27.4″ text_font=”Open Sans||||||||” text_text_color=”#ffffff” text_font_size=”16px” custom_padding=”15px|25px|15px|25px||true” border_width_top=”1px” border_color_top=”#8fcff2″]<\/p>\n

Ehrbar, H.; Tramo de Sedrun, afrontando zonas con alta presi\u00f3n de la roca, conferencia AlpTransit, Asociaci\u00f3n Suiza para la Construcci\u00f3n de obras subterr\u00e1neas, Interlaken, 2004<\/span><\/p>\n

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Honorable, H..; Asegurando rocas en las monta\u00f1as impresas a presi\u00f3n utilizando el ejemplo del T\u00fanel Base Gotthard, IUT ’02, Sargans, 2002<\/p>\n

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Kov\u00e9ri, K.,<\/span> Amberg, F.,<\/span> Ehrbar, H.;<\/span> Masterizaci\u00f3n de rocas con alta presi\u00f3n en el T\u00fane de Base del San Gotardo; World Tunnelling (1999)<\/span><\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n

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Ehrbar, H., Pfenninger, I.; Implementaci\u00f3n de la geolog\u00eda en medidas t\u00e9cnicas en el Macizo Intermedio del Tavetscher Norte; Geolog\u00eda AlpTransit (GEAT), Z\u00farich 1999<\/span><\/p>\n

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Kovari, K.,<\/span> Amberg, F.,<\/span> Ehrbar, H.;<\/span> T\u00fanelizaci\u00f3n en roca con alta presion \u2013 un desaf\u00edo para los nuevos transversales alpinos; Bochum, 1999<\/span><\/p>\n

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Ehrbar, H.; Em macizo del Tavetsch Norte: Prueba de viabilidad, Tunnelling the Gotthrad; Asociaci\u00f3n Suiza para la Construcci\u00f3n de obras subterr\u00e1neas, 2016Ehrbar, H.; Sostenimientos deformables para t\u00faneles excavados a gran profundidad y sujetos a grandes presiones; M\u00e9xico D.F., 2014Kov\u00e1ri, K., Ehrbar, H.; La zona con alta presi\u00f3n de la roca en el TZM Norte – […]<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":4555,"menu_order":20,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":""},"yoast_head":"\nMonta\u00f1as con alta presi\u00f3n de la roca - HEINZ EHRBAR PARTNERS GmbH<\/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.heinzehrbarpartners.com\/es\/publicaciones\/montanas-con-alta-presion-de-la-roca\/\" \/>\n<meta property=\"og:locale\" content=\"es_ES\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Monta\u00f1as con alta presi\u00f3n de la roca - HEINZ EHRBAR PARTNERS GmbH\" \/>\n<meta property=\"og:description\" content=\"Ehrbar, H.; 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