{"id":26583,"date":"2019-12-20T22:56:26","date_gmt":"2019-12-20T21:56:26","guid":{"rendered":"https:\/\/grupocimhe.com\/geotecnica\/"},"modified":"2023-05-30T20:45:06","modified_gmt":"2023-05-30T18:45:06","slug":"geotecnica","status":"publish","type":"page","link":"https:\/\/grupocimhe.com\/pt-br\/geotecnica\/","title":{"rendered":"GEOT\u00c9CNICA"},"content":{"rendered":"<p>[et_pb_section fb_built=&#8221;1&#8243; _builder_version=&#8221;4.21.0&#8243; _module_preset=&#8221;default&#8221; background_color=&#8221;#7E909D&#8221; custom_padding=&#8221;0px||0px||true|false&#8221; global_colors_info=&#8221;{}&#8221; theme_builder_area=&#8221;post_content&#8221;][et_pb_row _builder_version=&#8221;4.21.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221; theme_builder_area=&#8221;post_content&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.21.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221; theme_builder_area=&#8221;post_content&#8221;][et_pb_text _builder_version=&#8221;4.21.0&#8243; text_font=&#8221;||||||||&#8221; text_font_size=&#8221;19px&#8221; text_line_height=&#8221;1.8em&#8221; header_2_font=&#8221;Roboto Slab|300|||||||&#8221; header_2_text_color=&#8221;#EEECE7&#8243; header_2_font_size=&#8221;70px&#8221; background_layout=&#8221;dark&#8221; text_font_size_tablet=&#8221;17px&#8221; text_font_size_phone=&#8221;14px&#8221; text_font_size_last_edited=&#8221;on|phone&#8221; header_2_font_size_tablet=&#8221;40px&#8221; header_2_font_size_phone=&#8221;35px&#8221; header_2_font_size_last_edited=&#8221;on|tablet&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221; theme_builder_area=&#8221;post_content&#8221;]<\/p>\n<h2>SERVICIOS<\/h2>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=&#8221;1&#8243; admin_label=&#8221;Header&#8221; _builder_version=&#8221;4.16&#8243; use_background_color_gradient=&#8221;on&#8221; background_color_gradient_direction=&#8221;160deg&#8221; background_color_gradient_stops=&#8221;#ffffff 0%|#dbf0fc 100%&#8221; 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custom_padding=&#8221;2%|2%|2%|2%|true|true&#8221; global_colors_info=&#8221;{}&#8221; theme_builder_area=&#8221;post_content&#8221;][et_pb_blurb title=&#8221;EQUIPOS DE PRIMER NIVEL&#8221; image=&#8221;https:\/\/grupocimhe.com\/wp-content\/uploads\/2019\/12\/iconos-testing-concreto-fabricaci\u00f3n-propia.png&#8221; icon_placement=&#8221;left&#8221; image_icon_width=&#8221;100px&#8221; _builder_version=&#8221;4.16&#8243; header_font=&#8221;Heebo|800|||||||&#8221; header_font_size=&#8221;16px&#8221; header_line_height=&#8221;1.5em&#8221; body_font=&#8221;||||||||&#8221; body_line_height=&#8221;1.8em&#8221; background_enable_color=&#8221;off&#8221; text_orientation=&#8221;center&#8221; max_width=&#8221;400px&#8221; custom_margin=&#8221;28px|||||&#8221; animation_style=&#8221;flip&#8221; animation_direction=&#8221;bottom&#8221; header_font_size_tablet=&#8221;15px&#8221; header_font_size_phone=&#8221;14px&#8221; header_font_size_last_edited=&#8221;on|phone&#8221; body_font_size_phone=&#8221;14px&#8221; body_font_size_last_edited=&#8221;off|phone&#8221; border_color_top_image=&#8221;#00c7ed&#8221; image_max_width=&#8221;100px&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221; border_width_top_image__hover_enabled=&#8221;on|desktop&#8221; child_filter_invert__hover_enabled=&#8221;on|hover&#8221; child_filter_invert__hover=&#8221;100%&#8221; theme_builder_area=&#8221;post_content&#8221;]<\/p>\n<p>Contamos con equipamiento de avanzada para realizar estudios y ensayos de precisi\u00f3n garantizando resultados optimos geot\u00e9cnicos.<\/p>\n<p>[\/et_pb_blurb][et_pb_blurb title=&#8221;INSTALACIONES EQUIPADAS&#8221; image=&#8221;https:\/\/grupocimhe.com\/wp-content\/uploads\/2019\/12\/iconos-testing-concreto-2.png&#8221; icon_placement=&#8221;left&#8221; image_icon_width=&#8221;100px&#8221; _builder_version=&#8221;4.21.0&#8243; header_font=&#8221;Heebo|800|||||||&#8221; header_font_size=&#8221;16px&#8221; header_line_height=&#8221;1.5em&#8221; body_font=&#8221;||||||||&#8221; body_line_height=&#8221;1.8em&#8221; background_enable_color=&#8221;off&#8221; text_orientation=&#8221;center&#8221; max_width=&#8221;400px&#8221; custom_margin=&#8221;28px|||||&#8221; animation_style=&#8221;flip&#8221; animation_direction=&#8221;bottom&#8221; header_font_size_tablet=&#8221;15px&#8221; header_font_size_phone=&#8221;14px&#8221; header_font_size_last_edited=&#8221;on|phone&#8221; body_font_size_phone=&#8221;14px&#8221; body_font_size_last_edited=&#8221;off|phone&#8221; border_color_top_image=&#8221;#00c7ed&#8221; image_max_width=&#8221;100px&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221; border_width_top_image__hover_enabled=&#8221;on|desktop&#8221; child_filter_invert__hover_enabled=&#8221;on|hover&#8221; child_filter_invert__hover=&#8221;100%&#8221; theme_builder_area=&#8221;post_content&#8221;]Nuestro laboratorios, tanto sea m\u00f3vil o en nuestras instalaciones cuentan con toda la tecnolog\u00eda para efectuar ensayos rigurosos.[\/et_pb_blurb][et_pb_blurb title=&#8221;INVESTIGACION&#8221; image=&#8221;https:\/\/grupocimhe.com\/wp-content\/uploads\/2019\/12\/iconos-testing-concreto-fabricaci\u00f3n-propia2.png&#8221; icon_placement=&#8221;left&#8221; image_icon_width=&#8221;100px&#8221; _builder_version=&#8221;4.21.0&#8243; header_font=&#8221;Heebo|800|||||||&#8221; header_font_size=&#8221;16px&#8221; header_line_height=&#8221;1.5em&#8221; body_font=&#8221;||||||||&#8221; body_line_height=&#8221;1.8em&#8221; background_enable_color=&#8221;off&#8221; text_orientation=&#8221;center&#8221; max_width=&#8221;400px&#8221; custom_margin=&#8221;28px|||||&#8221; animation_style=&#8221;flip&#8221; animation_direction=&#8221;bottom&#8221; header_font_size_tablet=&#8221;15px&#8221; header_font_size_phone=&#8221;14px&#8221; header_font_size_last_edited=&#8221;on|phone&#8221; body_font_size_phone=&#8221;14px&#8221; body_font_size_last_edited=&#8221;off|phone&#8221; border_color_top_image=&#8221;#00c7ed&#8221; image_max_width=&#8221;100px&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221; border_width_top_image__hover_enabled=&#8221;on|desktop&#8221; child_filter_invert__hover_enabled=&#8221;on|hover&#8221; child_filter_invert__hover=&#8221;100%&#8221; theme_builder_area=&#8221;post_content&#8221;]Realizamos estudios y analisis de las \u00faltimas tendencias a corto y largo en Ingenier\u00eda Geotecnica que nos conduzcan a elegir las mejores pr\u00e1cticas.[\/et_pb_blurb][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=&#8221;1&#8243; custom_padding_last_edited=&#8221;on|desktop&#8221; next_background_color=&#8221;#e7e7e5&#8243; admin_label=&#8221;Services&#8221; _builder_version=&#8221;4.21.0&#8243; custom_padding=&#8221;0px||88px|||&#8221; custom_padding_tablet=&#8221;||0px||false|false&#8221; custom_padding_phone=&#8221;&#8221; top_divider_style=&#8221;triangle&#8221; top_divider_color=&#8221;rgba(219,240,252,0.5)&#8221; bottom_divider_style=&#8221;slant&#8221; bottom_divider_height=&#8221;50vw&#8221; bottom_divider_flip=&#8221;horizontal&#8221; hover_enabled=&#8221;0&#8243; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221; top_divider_height=&#8221;20px&#8221; sticky_enabled=&#8221;0&#8243;][et_pb_row _builder_version=&#8221;4.16&#8243; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.16&#8243; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.16&#8243; header_font=&#8221;Squada One||||||||&#8221; header_text_align=&#8221;center&#8221; header_font_size=&#8221;50px&#8221; background_color=&#8221;#ffffff&#8221; custom_margin=&#8221;69px|||||&#8221; custom_padding=&#8221;1%||1%||true|false&#8221; header_font_size_tablet=&#8221;35px&#8221; header_font_size_phone=&#8221;30px&#8221; header_font_size_last_edited=&#8221;on|tablet&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<h1>LABORATORIO DE SUELOS<\/h1>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_2,1_2&#8243; _builder_version=&#8221;4.16&#8243; border_width_bottom=&#8221;5px&#8221; border_color_bottom=&#8221;#EE5253&#8243; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.16&#8243; animation_style=&#8221;slide&#8221; animation_direction=&#8221;left&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.16&#8243; header_2_font=&#8221;Squada One||||||||&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<h2>Estudios de Suelos y Condiciones de Fundaci\u00f3n<\/h2>\n<p><span>Exploraci\u00f3n del subsuelo a trav\u00e9s del ensayo SPT. Determinaci\u00f3n de condiciones de fundaci\u00f3n para edi\ufb01caciones, estudios geot\u00e9cnicos.<\/span>[\/et_pb_text][\/et_pb_column][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.16&#8243; animation_style=&#8221;slide&#8221; animation_direction=&#8221;right&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.16&#8243; header_2_font=&#8221;Squada One||||||||&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<h2>Capacidades de Carga Sobre Fundaciones<\/h2>\n<p><span>Pruebas de carga Est\u00e1tica en Micropilotes y Pilotes y Fundaciones en general.<\/span>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_3,1_3,1_3&#8243; use_custom_gutter=&#8221;on&#8221; gutter_width=&#8221;1&#8243; make_equal=&#8221;on&#8221; _builder_version=&#8221;4.16&#8243; width=&#8221;100%&#8221; max_width=&#8221;100%&#8221; custom_margin=&#8221;33px|auto||auto||&#8221; custom_padding=&#8221;2px|5%|4px|5%|false|true&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;1_3&#8243; _builder_version=&#8221;4.16&#8243; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.16&#8243; text_font=&#8221;|300|||||||&#8221; text_text_color=&#8221;#17140d&#8221; text_font_size=&#8221;16px&#8221; custom_padding=&#8221;|1%||1%|false|true&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<ul>\n<li>Ensayos para clasificaci\u00f3n de Suelos, Granulometr\u00eda, L\u00edmites, Peso Unitarios.<br \/> Sistema Unificado de Clasificaci\u00f3n y Clasificaci\u00f3n HRB.<\/li>\n<li>Densidades Proctor con esfuerzo est\u00e1ndar y modificado.<\/li>\n<li>Determinaci\u00f3n de Valores de Soporte, (CBR).<\/li>\n<li>Ensayos de Placa de Carga Est\u00e1tica en Sitio sobre suelos.<\/li>\n<li>Pruebas de Carga Est\u00e1tica en Micropilotes y Pilotes.<\/li>\n<\/ul>\n<p>[\/et_pb_text][\/et_pb_column][et_pb_column type=&#8221;1_3&#8243; _builder_version=&#8221;4.16&#8243; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.16&#8243; text_font=&#8221;|300|||||||&#8221; text_text_color=&#8221;#17140d&#8221; text_font_size=&#8221;16px&#8221; custom_padding=&#8221;|3%||3%|false|true&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<ul>\n<li>Determinaci\u00f3n de caracter\u00edsticas mec\u00e1nicas de los suelos, ensayos de Corte\u00a0Directo, compresiones inconfinadas. Determinaci\u00f3n del Angulo de Fricci\u00f3n y la\u00a0Cohesi\u00f3n.<\/li>\n<li>Ensayos Triaxiales en suelos.<\/li>\n<li>Consolidaci\u00f3n en suelos finos.<\/li>\n<li>Resistividad el\u00e9ctrica en suelos en campo y laboratorio<\/li>\n<\/ul>\n<p>[\/et_pb_text][\/et_pb_column][et_pb_column type=&#8221;1_3&#8243; _builder_version=&#8221;4.16&#8243; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.16&#8243; text_font=&#8221;|300|||||||&#8221; text_text_color=&#8221;#17140d&#8221; text_font_size=&#8221;16px&#8221; custom_padding=&#8221;|3%||3%|false|true&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<ul>\n<li>Instalaci\u00f3n y operaci\u00f3n de laboratorios en obra, determinaci\u00f3n de densidades a\u00a0trav\u00e9s de cono de arena, en suelos compactados.<\/li>\n<li>Exploraci\u00f3n del subsuelo a trav\u00e9s del ensayo SPT. Determinaci\u00f3n de\u00a0condiciones de fundaci\u00f3n para edificaciones, estudios geot\u00e9cnicos.<\/li>\n<li>Cono de penetraci\u00f3n din\u00e1mico DCP.<\/li>\n<\/ul>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_3,1_3,1_3&#8243; use_custom_gutter=&#8221;on&#8221; gutter_width=&#8221;1&#8243; make_equal=&#8221;on&#8221; _builder_version=&#8221;4.16&#8243; background_color=&#8221;#ffffff&#8221; custom_margin=&#8221;48px|auto||auto||&#8221; custom_padding=&#8221;0px||0px|||&#8221; box_shadow_style=&#8221;preset3&#8243; box_shadow_vertical=&#8221;26px&#8221; box_shadow_blur=&#8221;90px&#8221; box_shadow_spread=&#8221;-14px&#8221; box_shadow_color=&#8221;rgba(0,71,214,0.18)&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221; box_shadow_vertical__hover=&#8221;10px&#8221; box_shadow_vertical__hover_enabled=&#8221;off&#8221; box_shadow_blur__hover=&#8221;20px&#8221; box_shadow_blur__hover_enabled=&#8221;off&#8221; box_shadow_color__hover=&#8221;#2585b2&#8243; 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background_color_gradient_end__hover=&#8221;#ff8e60&#8243; background_color__hover=&#8221;#ffd56b&#8221; background_enable_color__hover=&#8221;on&#8221; box_shadow_color__hover_enabled=&#8221;on&#8221; transform_styles__hover_enabled=&#8221;on&#8221; transform_scale__hover_enabled=&#8221;on&#8221; transform_translate__hover_enabled=&#8221;on&#8221; transform_rotate__hover_enabled=&#8221;on&#8221; transform_skew__hover_enabled=&#8221;on&#8221; transform_origin__hover_enabled=&#8221;on&#8221; transform_scale__hover=&#8221;106%|106%&#8221; z_index__hover_enabled=&#8221;on&#8221; z_index__hover=&#8221;15&#8243; background_color_gradient_start_position__hover=&#8221;0%&#8221; background_color_gradient_stops__hover=&#8221;rgba(255,181,101,0) 0%|#ff8e60 100%&#8221;][et_pb_blurb title=&#8221;CLASIFICACION DE SUELOS Y ESTUDIOS GEOTECNICOS&#8221; url=&#8221;#et_pb_contact_form_0&#8243; image=&#8221;https:\/\/grupocimhe.com\/wp-content\/uploads\/2020\/01\/Evaluacion-de-Muestras-de-Suelos-para-Estudios-Geotecnicos-.jpg&#8221; _builder_version=&#8221;4.16&#8243; header_font=&#8221;Heebo|800|||||||&#8221; header_font_size=&#8221;16px&#8221; header_line_height=&#8221;1.5em&#8221; body_font=&#8221;||||||||&#8221; body_line_height=&#8221;1.8em&#8221; text_orientation=&#8221;center&#8221; custom_margin=&#8221;||30px||false|false&#8221; animation_style=&#8221;flip&#8221; header_font_size_tablet=&#8221;15px&#8221; header_font_size_phone=&#8221;14px&#8221; header_font_size_last_edited=&#8221;on|phone&#8221; body_font_size_phone=&#8221;14px&#8221; body_font_size_last_edited=&#8221;off|phone&#8221; border_radii_image=&#8221;on|3%|3%|3%|3%&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p><span style=\"font-weight: 400;\">Clasificaci\u00f3n de Suelos SUC y HRB, Pesos Unitarios, Granulometr\u00edas y Limites de Consistencia.\u00a0<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_3&#8243; _builder_version=&#8221;4.16&#8243; background_color=&#8221;#ffffff&#8221; use_background_color_gradient=&#8221;on&#8221; background_color_gradient_direction=&#8221;160deg&#8221; background_color_gradient_stops=&#8221;rgba(255,181,101,0) 0%|rgba(255,142,96,0) 100%&#8221; background_color_gradient_start=&#8221;rgba(255,181,101,0)&#8221; background_color_gradient_end=&#8221;rgba(255,142,96,0)&#8221; custom_padding=&#8221;40px|30px|40px|30px|true|true&#8221; link_option_url=&#8221;#&#8221; box_shadow_style=&#8221;preset3&#8243; box_shadow_color=&#8221;rgba(0,0,0,0)&#8221; global_colors_info=&#8221;{}&#8221; box_shadow_vertical__hover=&#8221;10px&#8221; box_shadow_vertical__hover_enabled=&#8221;off&#8221; box_shadow_blur__hover=&#8221;38px&#8221; box_shadow_blur__hover_enabled=&#8221;on&#8221; box_shadow_color__hover=&#8221;rgba(252,164,0,0.65)&#8221; background__hover_enabled=&#8221;on&#8221; background_color_gradient_end__hover=&#8221;#ff8e60&#8243; background_color__hover=&#8221;#ffd56b&#8221; background_enable_color__hover=&#8221;on&#8221; box_shadow_color__hover_enabled=&#8221;on&#8221; transform_styles__hover_enabled=&#8221;on&#8221; transform_scale__hover_enabled=&#8221;on&#8221; transform_translate__hover_enabled=&#8221;on&#8221; transform_rotate__hover_enabled=&#8221;on&#8221; transform_skew__hover_enabled=&#8221;on&#8221; transform_origin__hover_enabled=&#8221;on&#8221; transform_scale__hover=&#8221;106%|106%&#8221; z_index__hover_enabled=&#8221;on&#8221; z_index__hover=&#8221;15&#8243; background_color_gradient_start_position__hover=&#8221;0%&#8221; background_color_gradient_stops__hover=&#8221;rgba(255,181,101,0) 0%|#ff8e60 100%&#8221;][et_pb_blurb title=&#8221;LABORATORIOS EN OBRA&#8221; url=&#8221;#et_pb_contact_form_0&#8243; image=&#8221;https:\/\/grupocimhe.com\/wp-content\/uploads\/2020\/01\/Integridad-de-Pilotes-Ensayo-PILETEST-.png&#8221; _builder_version=&#8221;4.16&#8243; header_font=&#8221;Heebo|800|||||||&#8221; header_font_size=&#8221;16px&#8221; header_line_height=&#8221;1.5em&#8221; body_font=&#8221;||||||||&#8221; body_line_height=&#8221;1.8em&#8221; text_orientation=&#8221;center&#8221; custom_margin=&#8221;||30px||false|false&#8221; animation_style=&#8221;flip&#8221; header_font_size_tablet=&#8221;15px&#8221; header_font_size_phone=&#8221;14px&#8221; header_font_size_last_edited=&#8221;on|phone&#8221; body_font_size_phone=&#8221;14px&#8221; body_font_size_last_edited=&#8221;off|phone&#8221; border_radii_image=&#8221;on|3%|3%|3%|3%&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p><span style=\"font-weight: 400;\">Ensayos no Destructivos en Pilotes.\u00a0 Prueba de Integridad de Pilotes por M\u00e9todos S\u00f3nicos. Determinaci\u00f3n de Longitud y Estimaciones en cambios de material y\/o secci\u00f3n.\u00a0<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_3&#8243; _builder_version=&#8221;4.16&#8243; background_color=&#8221;#ffffff&#8221; use_background_color_gradient=&#8221;on&#8221; background_color_gradient_direction=&#8221;160deg&#8221; background_color_gradient_stops=&#8221;rgba(255,181,101,0) 0%|rgba(255,142,96,0) 100%&#8221; background_color_gradient_start=&#8221;rgba(255,181,101,0)&#8221; background_color_gradient_end=&#8221;rgba(255,142,96,0)&#8221; custom_padding=&#8221;40px|30px|40px|30px|true|true&#8221; link_option_url=&#8221;#&#8221; box_shadow_style=&#8221;preset3&#8243; box_shadow_color=&#8221;rgba(0,0,0,0)&#8221; global_colors_info=&#8221;{}&#8221; box_shadow_vertical__hover=&#8221;10px&#8221; box_shadow_vertical__hover_enabled=&#8221;off&#8221; box_shadow_blur__hover=&#8221;38px&#8221; box_shadow_blur__hover_enabled=&#8221;on&#8221; box_shadow_color__hover=&#8221;rgba(252,164,0,0.65)&#8221; background__hover_enabled=&#8221;on&#8221; background_color_gradient_end__hover=&#8221;#ff8e60&#8243; background_color__hover=&#8221;#ffd56b&#8221; background_enable_color__hover=&#8221;on&#8221; box_shadow_color__hover_enabled=&#8221;on&#8221; transform_styles__hover_enabled=&#8221;on&#8221; transform_scale__hover_enabled=&#8221;on&#8221; transform_translate__hover_enabled=&#8221;on&#8221; transform_rotate__hover_enabled=&#8221;on&#8221; transform_skew__hover_enabled=&#8221;on&#8221; transform_origin__hover_enabled=&#8221;on&#8221; transform_scale__hover=&#8221;106%|106%&#8221; z_index__hover_enabled=&#8221;on&#8221; z_index__hover=&#8221;15&#8243; background_color_gradient_start_position__hover=&#8221;0%&#8221; background_color_gradient_stops__hover=&#8221;rgba(255,181,101,0) 0%|#ff8e60 100%&#8221;][et_pb_blurb title=&#8221;VALORES DE SOPORTE CBR&#8221; url=&#8221;#et_pb_contact_form_0&#8243; image=&#8221;https:\/\/grupocimhe.com\/wp-content\/uploads\/2019\/12\/Geotecnica-GRUPO-CIMHE-servicios-de-Ingenieria-estudios-de-suelo-Deteminaci\u00f3n-Valor-soporte-en-suelo.jpg&#8221; _builder_version=&#8221;4.16&#8243; header_font=&#8221;Heebo|800|||||||&#8221; header_font_size=&#8221;16px&#8221; header_line_height=&#8221;1.5em&#8221; body_font=&#8221;||||||||&#8221; body_line_height=&#8221;1.8em&#8221; text_orientation=&#8221;center&#8221; custom_margin=&#8221;||15px||false|false&#8221; animation_style=&#8221;flip&#8221; header_font_size_tablet=&#8221;15px&#8221; header_font_size_phone=&#8221;14px&#8221; header_font_size_last_edited=&#8221;on|phone&#8221; body_font_size_phone=&#8221;14px&#8221; body_font_size_last_edited=&#8221;off|phone&#8221; border_radii_image=&#8221;on|3%|3%|3%|3%&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p><span style=\"font-weight: 400;\">Determinaci\u00f3n del Valor de Soporte CBR en suelos y combinaciones con cemento y cal.\u00a0 Control de Calidad y Dise\u00f1o de bases y sub-bases para estructuras de pavimentos viales, r\u00edgidos y flexibles.\u00a0 Control de compactaci\u00f3n en obra con cono de arena, CBR en sitio.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_3,1_3,1_3&#8243; use_custom_gutter=&#8221;on&#8221; gutter_width=&#8221;1&#8243; make_equal=&#8221;on&#8221; _builder_version=&#8221;4.16&#8243; background_color=&#8221;#ffffff&#8221; custom_padding=&#8221;0px||0px|||&#8221; box_shadow_style=&#8221;preset3&#8243; box_shadow_vertical=&#8221;26px&#8221; box_shadow_blur=&#8221;90px&#8221; box_shadow_spread=&#8221;-14px&#8221; box_shadow_color=&#8221;rgba(0,71,214,0.18)&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221; box_shadow_vertical__hover=&#8221;10px&#8221; box_shadow_vertical__hover_enabled=&#8221;off&#8221; box_shadow_blur__hover=&#8221;20px&#8221; box_shadow_blur__hover_enabled=&#8221;off&#8221; 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image=&#8221;https:\/\/grupocimhe.com\/wp-content\/uploads\/2019\/12\/Geotecnica-GRUPO-CIMHE-servicios-de-Ingenieria-estudios-de-suelo-Resistividad.jpg&#8221; _builder_version=&#8221;4.16&#8243; header_font=&#8221;Heebo|800|||||||&#8221; header_font_size=&#8221;16px&#8221; header_line_height=&#8221;1.5em&#8221; body_font=&#8221;||||||||&#8221; body_line_height=&#8221;1.8em&#8221; text_orientation=&#8221;center&#8221; custom_margin=&#8221;||30px||false|false&#8221; animation_style=&#8221;flip&#8221; header_font_size_tablet=&#8221;15px&#8221; header_font_size_phone=&#8221;14px&#8221; header_font_size_last_edited=&#8221;on|phone&#8221; body_font_size_phone=&#8221;14px&#8221; body_font_size_last_edited=&#8221;off|phone&#8221; border_radii_image=&#8221;on|3%|3%|3%|3%&#8221; locked=&#8221;off&#8221; global_colors_info=&#8221;{}&#8221;]<span>Resistividad el\u00e9ctrica en suelos en campo y laboratorio<\/span>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_3&#8243; 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