{"id":3506,"date":"2017-07-05T23:42:42","date_gmt":"2017-07-06T04:42:42","guid":{"rendered":"http:\/\/geotechnics.local\/?page_id=3506"},"modified":"2021-11-15T19:51:18","modified_gmt":"2021-11-16T00:51:18","slug":"ensayos-de-compactacion","status":"publish","type":"page","link":"http:\/\/geotechnics.local\/servicios\/laboratorios-especializados\/ensayos-de-compactacion\/","title":{"rendered":"Ensayos de Compactaci\u00f3n"},"content":{"rendered":"<p>[et_pb_section fb_built=\u00bb1&#8243; _builder_version=\u00bb3.22&#8243; background_color=\u00bb#005498&#8243; background_image=\u00bbhttp:\/\/geotechnics.local\/wp-content\/uploads\/2017\/07\/ensayos-para-agregados-suelos-arauca.jpg\u00bb background_position=\u00bbcenter_right\u00bb custom_padding=\u00bb30px||29px|\u00bb][et_pb_row _builder_version=\u00bb3.25&#8243;][et_pb_column type=\u00bb4_4&#8243; _builder_version=\u00bb3.25&#8243; custom_padding=\u00bb|||\u00bb custom_padding__hover=\u00bb|||\u00bb][et_pb_text _builder_version=\u00bb3.27.4&#8243; text_font=\u00bb|on|||\u00bb text_font_size=\u00bb50px\u00bb text_line_height=\u00bb1.75em\u00bb header_font=\u00bb|on|||\u00bb header_text_color=\u00bb#ffffff\u00bb header_font_size=\u00bb50px\u00bb text_orientation=\u00bbcenter\u00bb background_layout=\u00bbdark\u00bb module_alignment=\u00bbcenter\u00bb]<\/p>\n<p>Ensayos de Compactaci\u00f3n<\/p>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=\u00bb1&#8243; admin_label=\u00bbsection\u00bb _builder_version=\u00bb3.22&#8243; custom_padding=\u00bb0px|0px|0px|0px\u00bb][et_pb_row column_structure=\u00bb1_2,1_2&#8243; admin_label=\u00bbrow\u00bb _builder_version=\u00bb3.25&#8243; background_size=\u00bbinitial\u00bb background_position=\u00bbtop_left\u00bb background_repeat=\u00bbrepeat\u00bb][et_pb_column type=\u00bb1_2&#8243; _builder_version=\u00bb3.25&#8243; custom_padding=\u00bb|||\u00bb custom_padding__hover=\u00bb|||\u00bb][et_pb_divider show_divider=\u00bboff\u00bb disabled_on=\u00bbon|on|off\u00bb _builder_version=\u00bb3.23.4&#8243; height=\u00bb20px\u00bb][\/et_pb_divider][et_pb_image src=\u00bbhttp:\/\/geotechnics.local\/wp-content\/uploads\/2017\/07\/equipo-ensayo-compactacion.jpg\u00bb align_tablet=\u00bbcenter\u00bb align_phone=\u00bb\u00bb align_last_edited=\u00bbon|desktop\u00bb _builder_version=\u00bb3.23&#8243; animation_style=\u00bbslide\u00bb animation_direction=\u00bbleft\u00bb animation_duration=\u00bb500ms\u00bb animation_intensity_slide=\u00bb10%\u00bb][\/et_pb_image][et_pb_image src=\u00bbhttp:\/\/geotechnics.local\/wp-content\/uploads\/2017\/07\/equipo-ensayo-compactacion-arauca.jpg\u00bb align_tablet=\u00bbcenter\u00bb align_phone=\u00bb\u00bb align_last_edited=\u00bbon|desktop\u00bb _builder_version=\u00bb3.23&#8243; animation_style=\u00bbslide\u00bb animation_direction=\u00bbleft\u00bb animation_duration=\u00bb500ms\u00bb animation_intensity_slide=\u00bb10%\u00bb][\/et_pb_image][\/et_pb_column][et_pb_column type=\u00bb1_2&#8243; _builder_version=\u00bb3.25&#8243; custom_padding=\u00bb|||\u00bb custom_padding__hover=\u00bb|||\u00bb][et_pb_text admin_label=\u00bbTexto\u00bb _builder_version=\u00bb4.4.0&#8243; background_size=\u00bbinitial\u00bb background_position=\u00bbtop_left\u00bb background_repeat=\u00bbrepeat\u00bb custom_margin=\u00bb147px|90px||||\u00bb custom_padding=\u00bb40px|||||\u00bb]<\/p>\n<p><strong><\/strong><\/p>\n<p><span style=\"font-size: x-large;\"><strong>ENSAYOS DE COMPACTACI\u00d3N<\/strong><\/span><\/p>\n<p><strong><\/strong><\/p>\n<p><strong><\/strong><\/p>\n<ul>\n<li>Relaci\u00f3n de humedad peso unitario seco en los suelos (Ensayo Normal)<\/li>\n<li>Relaci\u00f3n de humedad peso unitario seco en los suelos (Ensayo Modificado)<\/li>\n<li>Densidad y peso unitario del suelo en terreno por m\u00e9todo del cono de arena<\/li>\n<li>Penetr\u00f3 metro din\u00e1mico \u00a0de cono en aplicaciones de pavimentos a poca profundidad.<\/li>\n<li>Ensayo de placa con carga est\u00e1tica no repetida, para emplear en la evaluaci\u00f3n y dise\u00f1o de pavimentos.<\/li>\n<\/ul>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=\u00bb3.25&#8243;][et_pb_column type=\u00bb4_4&#8243; 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