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	<item>
		<title>GEOINTEC REALIZA ENSAYOS DE HINCA Y PRUEBAS DE CARGA EN EL DESIERTO DE ATACAMA, CHILE</title>
		<link>https://www.geointec.com/geointec-realiza-ensayos-hinca-pruebas-carga-atacama-chile/</link>
					<comments>https://www.geointec.com/geointec-realiza-ensayos-hinca-pruebas-carga-atacama-chile/#respond</comments>
		
		<dc:creator><![CDATA[Geointec]]></dc:creator>
		<pubDate>Thu, 14 Feb 2019 09:37:29 +0000</pubDate>
				<category><![CDATA[América y Caribe]]></category>
		<category><![CDATA[Noticias recientes]]></category>
		<category><![CDATA[Proyectos fotovoltaicos]]></category>
		<category><![CDATA[Chile]]></category>
		<category><![CDATA[Cimentación hinca]]></category>
		<category><![CDATA[Corrosividad acero]]></category>
		<category><![CDATA[Desierto de Atacama]]></category>
		<category><![CDATA[Energía renovable]]></category>
		<category><![CDATA[Ensayos a penetración]]></category>
		<category><![CDATA[Ensayos de carga horizontal]]></category>
		<category><![CDATA[Ensayos de hinca]]></category>
		<category><![CDATA[Plantas solares]]></category>
		<category><![CDATA[Pruebas de carga]]></category>
		<category><![CDATA[Pull Out Test]]></category>
		<category><![CDATA[Renewables Energies]]></category>
		<guid isPermaLink="false">http://www.geointec.com/?p=7907</guid>

					<description><![CDATA[<p>Un equipo de Geointec se trasladó hasta el sur del desierto de Atacama, en la región de Antofagasta en Chile, para realizar los Estudios Geotécnicos para la construcción de una planta solar fotovoltaica que tendrá una potencia nominal de unos 200 MW.</p>
<p>La entrada <a rel="nofollow" href="https://www.geointec.com/geointec-realiza-ensayos-hinca-pruebas-carga-atacama-chile/">GEOINTEC REALIZA ENSAYOS DE HINCA Y PRUEBAS DE CARGA EN EL DESIERTO DE ATACAMA, CHILE</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></description>
										<content:encoded><![CDATA[<p class="p1"><span class="s1"><i>El desierto de Atacama es uno de los desiertos más grandes de América del Sur, lugar donde <a href="http://www.geointec.com">Geointec</a> ha adquirido amplia experiencia del terreno realizando varias campañas geotécnicas y estudios in situ con ensayos de hinca y pruebas de carga “pull test”.</i></span></p>
<p>&nbsp;</p>
<p>&nbsp;</p>
<p class="p1"><span class="s1">U<b>n equipo de <a href="http://www.geointec.com">Geointec</a> se trasladó hasta el sur del <a href="http://www.geointec.com/chile/">desierto de Atacama</a></b>, en la región de Antofagasta en <a href="http://www.geointec.com/chile/">Chile</a>, <b>para realizar los <a href="http://www.geointec.com/our-products-2/">Estudios Geotécnicos</a></b> para la construcción <b>de una planta solar fotovoltaica</b> <strong>que tendrá una potencia nominal de unos 200 MW. </strong></span></p>
<p class="p1"><span class="s1">En la fase de planificación de la campaña, <b>el departamento técnico de <a href="http://www.geointec.com">Geointec</a> en la Oficina Central de Madrid, España, estableció dos metodologías de ejecución de los ensayos</b>: Hincado directo y<span class="Apple-converted-space">&nbsp; </span>“Pre -drilling”.</span></p>
<p class="p1"><span class="s1"><b>Los trabajos de campo se ejecutaron sobre una superficie de 88 hectáreas</b>, en las proximidades de los volcanes Lascar y Llullaillaco. <b>Durante aproximadamente 20 días</b> se ejecutaron ensayos en 280 ubicaciones diferentes. <b>Se realizaron ensayos de <a href="http://www.geointec.com/portfolio/pull_test/">Hinca y Carga o “Pull Out and Lateral Load Test”</a> sobre perfiles de acero de 4 metros de longitud.</b> </span></p>
<p class="p1"><span class="s1"><b>De manera simultánea dos equipos</b> <b>realizaron los 280 ensayos de <a href="http://www.geointec.com/portfolio/pull_test/">hinca y carga</a> en la zona donde se construirá la planta solar.</b> Ambos equipos, <b>liderados por un ingeniero de caminos y un ingeniero geólogo con amplia experiencia en el terreno</b>, contaban con la maquinaria necesaria para esta labor, hincadoras con kit de perforación, retroexcavadoras, telehandler y diversos equipos de medida específicos para esta tarea. </span></p>
<p class="p1"><span class="s1">Los resultados de los trabajos ejecutados en campo fueron procesados por nuestro equipo de ingenieros en la sede central de <a href="http://www.geointec.com">Geointec</a>, <b>con el objetivo de verificar la hincabilidad, y estimar la resistencia del terreno frente a las solicitaciones de carga proporcionadas por el fabricante del seguidor solar.</b></span></p>
<p class="p1"><span class="s1">Se prevé que la planta solar&nbsp;&nbsp;se conecte al sistema eléctrico nacional en la subestación Los Andes para proporcionar energía a toda la región.</span></p>
<p>La entrada <a rel="nofollow" href="https://www.geointec.com/geointec-realiza-ensayos-hinca-pruebas-carga-atacama-chile/">GEOINTEC REALIZA ENSAYOS DE HINCA Y PRUEBAS DE CARGA EN EL DESIERTO DE ATACAMA, CHILE</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></content:encoded>
					
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			</item>
		<item>
		<title>Estudio geotécnico para la Circunvalación AR-30 y su enlace con la Autopista A3 en Arganda del Rey, España</title>
		<link>https://www.geointec.com/estudios-geotecnico-para-la-construccion-del-enlace-ar-30-a3-en-arganda-del-rey/</link>
		
		<dc:creator><![CDATA[Geointec]]></dc:creator>
		<pubDate>Thu, 14 Apr 2016 07:37:49 +0000</pubDate>
				<category><![CDATA[Europa]]></category>
		<category><![CDATA[Noticias recientes]]></category>
		<category><![CDATA[Proyectos obra civil]]></category>
		<category><![CDATA[Ensayos a penetración]]></category>
		<category><![CDATA[Sondeos]]></category>
		<category><![CDATA[Tomografía eléctrica]]></category>
		<guid isPermaLink="false">http://www.geointec.com/?p=4180</guid>

					<description><![CDATA[<p class="tm">Proyecto: Obra Civil<br />
Ubicación: Arganda del Rey, Madrid</p>
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<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudios-geotecnico-para-la-construccion-del-enlace-ar-30-a3-en-arganda-del-rey/">Estudio geotécnico para la Circunvalación AR-30 y su enlace con la Autopista A3 en Arganda del Rey, España</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></description>
										<content:encoded><![CDATA[<p>El alcalde del estudio geotécnico incluye los tramos 2,3 y 10 de la circunvalación AR-30, así como el enlace a la Autovía A-3.</p>
<p>Para ellos se realizo una campaña de investigación geotécnica basada en:</p>
<ul>
<li>Cartografía geotécnica y geológica.</li>
<li>Campaña de investigación geofísica (perfiles de sísmica de refracción y perfiles de tomografía eléctrica).</li>
<li>Campaña de sondeos, calicatas y ensayos a penetración dinámica continua.</li>
</ul>
<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudios-geotecnico-para-la-construccion-del-enlace-ar-30-a3-en-arganda-del-rey/">Estudio geotécnico para la Circunvalación AR-30 y su enlace con la Autopista A3 en Arganda del Rey, España</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>Estudio geotécnico para la planta Termosolar Camarones, Chile</title>
		<link>https://www.geointec.com/estudio-geotecnico-para-una-planta-termosolar-en-camarones-chile/</link>
		
		<dc:creator><![CDATA[Geointec]]></dc:creator>
		<pubDate>Mon, 25 Jan 2016 07:16:58 +0000</pubDate>
				<category><![CDATA[América y Caribe]]></category>
		<category><![CDATA[Noticias recientes]]></category>
		<category><![CDATA[Proyectos termosolar y eólico]]></category>
		<category><![CDATA[Capacidad arranque]]></category>
		<category><![CDATA[Capacidad portante]]></category>
		<category><![CDATA[Caracterización geotécnica]]></category>
		<category><![CDATA[Caracterización litológica]]></category>
		<category><![CDATA[Cartografía geomorfológica]]></category>
		<category><![CDATA[Down-hole]]></category>
		<category><![CDATA[Ensayos a penetración]]></category>
		<category><![CDATA[Ensayos presiométricos]]></category>
		<category><![CDATA[Método Electromagnético]]></category>
		<category><![CDATA[Prospección geofísica]]></category>
		<category><![CDATA[Prospección sísmica]]></category>
		<category><![CDATA[Riesgos geológicos]]></category>
		<category><![CDATA[Soluciones de cimentación]]></category>
		<category><![CDATA[Sondeos profundos]]></category>
		<guid isPermaLink="false">http://www.geointec.com/?p=3369</guid>

					<description><![CDATA[<p class="tm">Proyecto: Termosolar<br />
Ubicación: Camarones, Chile</p>
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<p></a></div>
<div style="background-color: white; padding: 15px 21px; border: 1px solid rgb(171, 171, 171); font-family: Roboto, Arial, sans-serif; color: rgb(34, 34, 34); box-shadow: rgba(0, 0, 0, 0.2) 0px 4px 16px; z-index: 10000002; display: none; width: 174px; height: 148px; position: absolute; left: 5px; top: 10px;">
<div style="padding: 0px 0px 10px; font-size: 16px;">Map Data</div>
<div style="font-size: 13px;">Map data ©2016 Google  Imagery ©2016 TerraMetrics</div>
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<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudio-geotecnico-para-una-planta-termosolar-en-camarones-chile/">Estudio geotécnico para la planta Termosolar Camarones, Chile</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></description>
			
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							<content:encoded><![CDATA[<p>En los pasados meses de noviembre y diciembre de 2015, GEOINTEC, junto con las empresas GEOCONSULT y SONDEAL, ha realizado un estudio geotécnico para la planta Termosolar Camarones, Región de Arica y Parinacota, Chile.</p>
<p>La Planta Termosolar de Camarones se ubica en la comuna de Camarones, Región de Arica y Parinacota, que es la región más septentrional de Chile. La parcela que albergará esta planta tiene una extensión de 632 Ha. Consistirá en una planta solar de receptor de torre central, campo de heliostatos y sistema de almacenamiento de calor en sales con una potencia de 100 MWe. El alcance del estudio realizado ha sido el siguiente:</p>
<ul>
<li>Determinación de las limitaciones o problemas geotécnicos del emplazamiento objeto de estudio.</li>
<li>Estudio de amenazas naturales. Identificar y definir los riesgos geológicos y los procesos geomorfológicos activos que puedan afectar al nuevo proyecto. Elaboración de una cartografía geomorfológica incluyendo los siguientes elementos: escarpes o áreas inestables, canales de drenaje, abanicos aluviales, identificación de procesos de rápida erosión y deposición, descripción de fenómenos de disolución o formas subterránea de acarcavamiento, zonas endorreicas con acumulación de sales: sabkkhas, sales y costras salinas, descargas originadas por la actividad humana, descripción de afloramientos rocosos y evaluación de procesos de meteorización y presencia de suelos inestables o de baja capacidad portante.</li>
<li>Campaña de sondeos geotécnicos de hasta 50 metros de profundidad, con ensayos a penetración dinámica SPT y ensayos presiométricos mediante sonda Elastometer OYO.</li>
<li>Proporción del conocimiento de las características geotécnicas del terreno, de acuerdo con la estructura a proyectar.</li>
<li>Determinación de los parámetros geotécnicos de cada litología detectada para el diseño del proyecto, donde se analizarán las diferentes soluciones de cimentación en función de las solicitaciones de carga.</li>
<li>Recomendaciones para las cimentaciones de estructuras. Comprobaciones relativas a la estabilidad global de la cimentación, capacidad portante frente al hundimiento, arranque y rotura horizontal del terreno.</li>
<li>Prospección geofísica mediante sísmica MASW y DOWNHOLE para determinar la velocidad de las ondas de corte, y mediante CMD-Explorer (Multidepth Electromagnetic Conductivity Meters.</li>
<li>Estudio de la corrosividad del suelo frente al acero y agresividad frente al hormigón.</li>
</ul>
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<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudio-geotecnico-para-una-planta-termosolar-en-camarones-chile/">Estudio geotécnico para la planta Termosolar Camarones, Chile</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>Estudio geotécnico para ampliación de Parque Eólico en Palencia, España</title>
		<link>https://www.geointec.com/estudio-geotecnico-para-ampliacion-de-parque-eolico-en-palencia/</link>
		
		<dc:creator><![CDATA[Geointec]]></dc:creator>
		<pubDate>Wed, 14 Oct 2015 08:33:05 +0000</pubDate>
				<category><![CDATA[Europa]]></category>
		<category><![CDATA[Noticias recientes]]></category>
		<category><![CDATA[Proyectos termosolar y eólico]]></category>
		<category><![CDATA[Ensayos a penetración]]></category>
		<category><![CDATA[Sondeos profundos]]></category>
		<guid isPermaLink="false">http://www.geointec.com/?p=2901</guid>

					<description><![CDATA[<p class="tm">Proyecto: Eólica<br />
Ubicación: Palencia, España</p>
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<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudio-geotecnico-para-ampliacion-de-parque-eolico-en-palencia/">Estudio geotécnico para ampliación de Parque Eólico en Palencia, España</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></description>
			
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							<content:encoded><![CDATA[<p>Se tiene proyectada la ampliación del Parque Eólico de Becerril del Monte (Palencia, España) en el que se tiene previsto emplear una torre de tipo híbrido, compuesta por un tramo de hormigón compuestas por dovelas (prefabricadas en obra) cuya altura puede alcanzar los 50 metros, y un tramo en metálico de acero.</p>
<p>Considerando las particularidades de la torre, para el estudio de la cimentación de la misma se diseña una campaña de investigación geotécnica compuesta por:</p>
<ul>
<li>Sondeos geotécnicos.</li>
<li>Ensayos sísmicos MASW para la determinación de la velocidad de las ondas de corte (Vs).</li>
<li>Ensayos de identificación, resistencia y deformabilidad en laboratorio.</li>
<li>Ensayos químicos que permitan determinar la agresividad del terreno frente al hormigón.</li>
</ul>
<p>Se han considerado los siguientes objetivos en el estudio geotécnico:</p>
<p>-. Determinar las limitaciones o problemas geotécnicos del emplazamiento objeto de estudio.</p>
<p>-. Estudio de amenazas naturales. Identificar y definir los riesgos geológicos y los procesos geomorfológicos activos que puedan afectar al nuevo proyecto.</p>
<p>-. Proporcionar el conocimiento de las características geotécnicas del terreno, de acuerdo con la estructura a proyectar.</p>
<p>-. Zonificar las diferentes litologías existentes con el fin de poder definir las cimentaciones más adecuadas en cada zona del proyecto.</p>
<p>-. Determinar los parámetros geotécnicos de cada litología detectada para el diseño del proyecto, donde se analizarán las diferentes soluciones de fundación en función de las solicitaciones de carga.</p>
<p>-. Recomendaciones para las fundaciones de estructuras. Comprobaciones relativas a la estabilidad global de la fundación, capacidad portante frente al hundimiento, arranque, rotura horizontal del terreno, y rotura estructural.</p>
<div class="wpgmp_map_container wpgmp-map-4" rel="map4"><div class="wpgmp_map_parent"><div class="wpgmp_map " style="width:700px; height:400px;" id="map4" ></div></div></div><script>jQuery(document).ready(function($) {var map4 = $("#map4").maps({"map_options":{"center_lat":"42.11327439999999","center_lng":"-4.634704100000022","zoom":7,"map_type_id":"ROADMAP","draggable":false,"scroll_wheel":false,"display_45_imagery":"","marker_default_icon":"","infowindow_setting":"","infowindow_bounce_animation":null,"infowindow_drop_animation":false,"close_infowindow_on_map_click":false,"default_infowindow_open":false,"infowindow_open_event":"click","full_screen_control":true,"search_control":true,"zoom_control":false,"map_type_control":false,"street_view_control":false,"full_screen_control_position":null,"search_control_position":"TOP_LEFT","zoom_control_position":"TOP_LEFT","map_type_control_position":"TOP_RIGHT","map_type_control_style":"HORIZONTAL_BAR","street_view_control_position":"TOP_LEFT","map_control":true,"map_control_settings":false,"map_zoom_after_search":6,"width":"700","height":"400"},"places":[{"id":"3","title":"Site Investigation and Assessment Report for expanding wind farm in Palencia, Spain","address":"Becerril de Campos, Palencia, Spain","source":"manual","content":"Site Investigation and Assessment Report for expanding wind farm in Palencia, Spain","location":{"icon":"http:\/\/www.geointec.com\/wp-content\/plugins\/wp-google-map-plugin\/\/assets\/images\/\/default_marker.png","lat":"42.11327439999999","lng":"-4.634704100000022","city":"Tierra de Campos","state":"Castile and Le\u00f3n","country":"Spain","onclick_action":"marker","redirect_custom_link":"","marker_image":"","open_new_tab":"yes","postal_code":"","draggable":false,"infowindow_default_open":false,"animation":"BOUNCE","infowindow_disable":true,"zoom":5,"extra_fields":""},"categories":[{"id":"1","name":"Point","type":"category","extension_fields":false,"icon":"http:\/\/www.geointec.com\/wp-content\/plugins\/wp-google-map-plugin\/\/assets\/images\/\/default_marker.png"}],"custom_filters":""}],"styles":"","listing":"","map_property":{"map_id":"4"}}).data("wpgmp_maps");});</script>
<p>&nbsp;</p>
<p>&nbsp;</p>
<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudio-geotecnico-para-ampliacion-de-parque-eolico-en-palencia/">Estudio geotécnico para ampliación de Parque Eólico en Palencia, España</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>Estudios geotécnicos en centros comerciales: Decathlon, Leroy Merlin, Aki, Makro y Lidl (España)</title>
		<link>https://www.geointec.com/estudios-geotecnicos-en-centros-comerciales-decathlon-leroy-merlin-aki-makro-y-lidl/</link>
		
		<dc:creator><![CDATA[Geointec]]></dc:creator>
		<pubDate>Wed, 14 Oct 2015 07:53:34 +0000</pubDate>
				<category><![CDATA[Edificación]]></category>
		<category><![CDATA[Europa]]></category>
		<category><![CDATA[Noticias recientes]]></category>
		<category><![CDATA[Ensayos a penetración]]></category>
		<category><![CDATA[Sondeos]]></category>
		<guid isPermaLink="false">http://www.geointec.com/?p=4186</guid>

					<description><![CDATA[<p class="tm">Proyecto: Edificación<br />
Ubicación: España</p>
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<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudios-geotecnicos-en-centros-comerciales-decathlon-leroy-merlin-aki-makro-y-lidl/">Estudios geotécnicos en centros comerciales: Decathlon, Leroy Merlin, Aki, Makro y Lidl (España)</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></description>
										<content:encoded><![CDATA[<p>Desde el año 2002 hasta el presente, GEOINTEC lleva realizando estudios geotécnicos para centros comerciales y plataformas logísticas para Decathlon, Leroy Merlin, Aki, Makro, Logista y Lidl, repartidas a lo largo del el territorio nacional (España).</p>
<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudios-geotecnicos-en-centros-comerciales-decathlon-leroy-merlin-aki-makro-y-lidl/">Estudios geotécnicos en centros comerciales: Decathlon, Leroy Merlin, Aki, Makro y Lidl (España)</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>Estudios geotécnicos en diversos inmuebles del Patrimonio Cultural (España)</title>
		<link>https://www.geointec.com/estudios-geotecnicos-en-diversos-inmuebles-del-patrimonio-cultural/</link>
		
		<dc:creator><![CDATA[Geointec]]></dc:creator>
		<pubDate>Fri, 14 Aug 2015 13:02:33 +0000</pubDate>
				<category><![CDATA[Edificación]]></category>
		<category><![CDATA[Europa]]></category>
		<category><![CDATA[Noticias recientes]]></category>
		<category><![CDATA[Ensayos a penetración]]></category>
		<category><![CDATA[Patrimonio Cultural]]></category>
		<category><![CDATA[Sondeos]]></category>
		<guid isPermaLink="false">http://www.geointec.com/?p=4190</guid>

					<description><![CDATA[<p class="tm"> Proyecto: Obra civil<br />
Ubicación: Zona Centro, España
</p>
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</div>
</div>
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<div style="width: 66px; height: 26px; cursor: pointer;"><img src="http://maps.gstatic.com/mapfiles/api-3/images/google_white5.png" draggable="false" style="position: absolute; left: 0px; top: 0px; width: 66px; height: 26px; -webkit-user-select: none; border: 0px; padding: 0px; margin: 0px;"></div>
<p></a></div>
</div>
</div>
</div>
</div>
<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudios-geotecnicos-en-diversos-inmuebles-del-patrimonio-cultural/">Estudios geotécnicos en diversos inmuebles del Patrimonio Cultural (España)</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></description>
										<content:encoded><![CDATA[<p style="text-align: justify;">Desde el año 2003, GEOINTEC lleva realizando estudios geotécnicos para diversos proyectos y obras de inmuebles del Patrimonio Cutural de España, tales como:</p>
<ul>
<li style="text-align: justify;">Estudio geotécnica para la torre visigoda de la Iglesia del Salvador.</li>
<li style="text-align: justify;">Estudio geotécnico para la Catedral de Alcalá de Henares.</li>
<li style="text-align: justify;">Estudio geotécnico para la Catedral de Getafe.</li>
<li style="text-align: justify;">Estudio geotécnico para el proyecto de restauración de la Muralla de Escalona, Toledo.</li>
<li style="text-align: justify;">Estudio geofísico para detección de una Cripta en la Iglesia de San Lorenzo, Madrid.</li>
<li style="text-align: justify;">Estudio geotécnico para la detección de cavidades en la Iglesia de Loeches.</li>
</ul>
<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudios-geotecnicos-en-diversos-inmuebles-del-patrimonio-cultural/">Estudios geotécnicos en diversos inmuebles del Patrimonio Cultural (España)</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></content:encoded>
					
		
		
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		<item>
		<title>Estudio geotécnico para el proyecto una planta fotovoltaica en Toledo</title>
		<link>https://www.geointec.com/estudio-geotecnico-para-el-proyecto-de-la-planta-fotovoltaica-mas-grande-de-europa-2/</link>
		
		<dc:creator><![CDATA[Geointec]]></dc:creator>
		<pubDate>Fri, 21 Jun 2013 17:11:22 +0000</pubDate>
				<category><![CDATA[Europa]]></category>
		<category><![CDATA[Proyectos fotovoltaicos]]></category>
		<category><![CDATA[Caracterización geotécnica]]></category>
		<category><![CDATA[Ensayos a penetración]]></category>
		<category><![CDATA[Sondeos]]></category>
		<guid isPermaLink="false">http://www.geointec.com/?p=2586</guid>

					<description><![CDATA[<p class="tm">Proyecto: Energía fotovoltaica<br />
Ubicación: Calera y Chozas, Toledo, España</p>
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<p></a></div>
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<div style="padding: 0px 0px 10px; font-size: 16px;">Map Data</div>
<div style="font-size: 13px;">Map data ©2016 Google  Imagery ©2016 TerraMetrics</div>
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<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudio-geotecnico-para-el-proyecto-de-la-planta-fotovoltaica-mas-grande-de-europa-2/">Estudio geotécnico para el proyecto una planta fotovoltaica en Toledo</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></description>
			
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							<content:encoded><![CDATA[<p>La presente campaña ha centrado su investigación en una superficie de más de 576 hectáreas, donde se proyectó una planta de energía solar fotovolvaica. A continuación adjuntamos un breve reportaje fotográfico del desarrollo de la campaña de investigación geotécnica llevada a cabo.</p>
<p style="text-align: center;"><div class="wpgmp_map_container wpgmp-map-76" rel="map76"><div class="wpgmp_map_parent"><div class="wpgmp_map " style="width:700px; height:400px;" id="map76" ></div></div></div><script>jQuery(document).ready(function($) {var map76 = $("#map76").maps({"map_options":{"center_lat":"39.8925483","center_lng":"-5.039053599999988","zoom":9,"map_type_id":"ROADMAP","draggable":false,"scroll_wheel":true,"display_45_imagery":"","marker_default_icon":"","infowindow_setting":"","infowindow_bounce_animation":null,"infowindow_drop_animation":false,"close_infowindow_on_map_click":false,"default_infowindow_open":false,"infowindow_open_event":"click","full_screen_control":true,"search_control":true,"zoom_control":false,"map_type_control":true,"street_view_control":false,"full_screen_control_position":null,"search_control_position":"TOP_LEFT","zoom_control_position":"TOP_LEFT","map_type_control_position":"TOP_RIGHT","map_type_control_style":"HORIZONTAL_BAR","street_view_control_position":"TOP_LEFT","map_control":true,"map_control_settings":false,"map_zoom_after_search":6,"width":"700","height":"400"},"places":[{"id":"36","title":"Calera y Chozas","address":"Calera y Chozas, Toledo, Spain","source":"manual","content":"Calera y Chozas","location":{"icon":"https:\/\/www.geointec.com\/wp-content\/plugins\/wp-google-map-plugin\/assets\/images\/default_marker.png","lat":"39.8925483","lng":"-5.039053599999988","city":"Campo de Ara\u00f1uelo","state":"Castile-La Mancha","country":"Spain","onclick_action":"marker","redirect_custom_link":"","marker_image":"","open_new_tab":"yes","postal_code":"","draggable":false,"infowindow_default_open":false,"animation":"BOUNCE","infowindow_disable":true,"zoom":5,"extra_fields":""},"categories":[],"custom_filters":""}],"styles":"","listing":"","map_property":{"map_id":"76"}}).data("wpgmp_maps");});</script></p>
<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudio-geotecnico-para-el-proyecto-de-la-planta-fotovoltaica-mas-grande-de-europa-2/">Estudio geotécnico para el proyecto una planta fotovoltaica en Toledo</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>Anejo de Geología para el tramo Agreda-Villar de Campo de la A-15, España</title>
		<link>https://www.geointec.com/estudio-geotecnico-para-la-construccion-del-tramo-agreda-villar-de-campo-de-la-a-15/</link>
		
		<dc:creator><![CDATA[Geointec]]></dc:creator>
		<pubDate>Fri, 14 Jun 2013 08:35:27 +0000</pubDate>
				<category><![CDATA[Europa]]></category>
		<category><![CDATA[Noticias recientes]]></category>
		<category><![CDATA[Proyectos obra civil]]></category>
		<category><![CDATA[Ensayos a penetración]]></category>
		<category><![CDATA[Sondeos]]></category>
		<guid isPermaLink="false">http://www.geointec.com/?p=4196</guid>

					<description><![CDATA[<p class="tm">Proyecto: Obra Civil<br />
Ubicación: Agreda, Soria, España</p>
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<div style="width: 66px; height: 26px; cursor: pointer;"><img src="http://maps.gstatic.com/mapfiles/api-3/images/google_white5.png" draggable="false" style="position: absolute; left: 0px; top: 0px; width: 66px; height: 26px; -webkit-user-select: none; border: 0px; padding: 0px; margin: 0px;"></div>
<p></a></div>
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<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudio-geotecnico-para-la-construccion-del-tramo-agreda-villar-de-campo-de-la-a-15/">Anejo de Geología para el tramo Agreda-Villar de Campo de la A-15, España</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></description>
										<content:encoded><![CDATA[<p>&nbsp;</p>
<p>GEOINTEC ha realizado los anejos de Geología para el Proyecto de Autovia A-15 correspondiente al tramo Agreda-Villar del Campo.</p>
<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudio-geotecnico-para-la-construccion-del-tramo-agreda-villar-de-campo-de-la-a-15/">Anejo de Geología para el tramo Agreda-Villar de Campo de la A-15, España</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>Estudio geotécnico para el Hangar Ryanair en la T1 del Aeropuerto de Madrid-Barajas, España</title>
		<link>https://www.geointec.com/estudio-geotecnico-en-el-aeropuerto-de-madrid-barajas/</link>
		
		<dc:creator><![CDATA[Geointec]]></dc:creator>
		<pubDate>Fri, 14 Jun 2013 07:43:14 +0000</pubDate>
				<category><![CDATA[Edificación]]></category>
		<category><![CDATA[Europa]]></category>
		<category><![CDATA[Noticias recientes]]></category>
		<category><![CDATA[Proyectos obra civil]]></category>
		<category><![CDATA[Ensayos a penetración]]></category>
		<category><![CDATA[Sondeos]]></category>
		<guid isPermaLink="false">http://www.geointec.com/?p=4110</guid>

					<description><![CDATA[<p class="tm">Proyecto: Obra Civil<br />
Ubicación: Madrid, España</p>
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<p></a></div>
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<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudio-geotecnico-en-el-aeropuerto-de-madrid-barajas/">Estudio geotécnico para el Hangar Ryanair en la T1 del Aeropuerto de Madrid-Barajas, España</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></description>
			
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							<content:encoded><![CDATA[<p style="text-align: left;">En mayo de 2013 se llevó a cabo el estudio geotécnico para el proyecto del nuevo hangar de la Terminal 1 del aeropuerto de Madrid-Barajas.</p>
<p style="text-align: center;"><div class="wpgmp_map_container wpgmp-map-11" rel="map11"><div class="wpgmp_map_parent"><div class="wpgmp_map " style="width:700px; height:400px;" id="map11" ></div></div></div><script>jQuery(document).ready(function($) {var map11 = $("#map11").maps({"map_options":{"center_lat":"40.484694996558325","center_lng":"-3.5682840939177822","zoom":5,"map_type_id":"ROADMAP","draggable":false,"scroll_wheel":true,"display_45_imagery":"","marker_default_icon":"","infowindow_setting":"","infowindow_bounce_animation":null,"infowindow_drop_animation":false,"close_infowindow_on_map_click":false,"default_infowindow_open":false,"infowindow_open_event":"click","full_screen_control":true,"search_control":true,"zoom_control":true,"map_type_control":true,"street_view_control":false,"full_screen_control_position":null,"search_control_position":"TOP_LEFT","zoom_control_position":"TOP_LEFT","map_type_control_position":"TOP_RIGHT","map_type_control_style":"HORIZONTAL_BAR","street_view_control_position":"TOP_LEFT","map_control":true,"map_control_settings":false,"map_zoom_after_search":6,"width":"700","height":"400"},"places":[{"id":"10","title":"T1 Aeropuerto Adolfo Suarez, Madrid","address":"Madrid-Barajas Airport, Madrid, Spain","source":"manual","content":"Terminal 1, Adolfo Su\u00e1rez Airport, Madrid","location":{"icon":"http:\/\/www.geointec.com\/wp-content\/plugins\/wp-google-map-plugin\/\/assets\/images\/\/default_marker.png","lat":"40.484694996558325","lng":"-3.5682840939177822","city":"Madrid","state":"Comunidad de Madrid","country":"Spain","onclick_action":"marker","redirect_custom_link":"","marker_image":"","open_new_tab":"yes","postal_code":"28042","draggable":false,"infowindow_default_open":false,"animation":"BOUNCE","infowindow_disable":true,"zoom":5,"extra_fields":""},"categories":[{"id":"1","name":"Point","type":"category","extension_fields":false,"icon":"http:\/\/www.geointec.com\/wp-content\/plugins\/wp-google-map-plugin\/\/assets\/images\/\/default_marker.png"}],"custom_filters":""}],"styles":"","listing":"","map_property":{"map_id":"11"}}).data("wpgmp_maps");});</script></p>
<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudio-geotecnico-en-el-aeropuerto-de-madrid-barajas/">Estudio geotécnico para el Hangar Ryanair en la T1 del Aeropuerto de Madrid-Barajas, España</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>Estudios geotécnicos para proyectos EDAR de Torres de la Alameda, Villamiel, Huecas-Rielves y Noez</title>
		<link>https://www.geointec.com/estudio-geotecnico-para-la-construccion-de-la-edar-de-torres-de-la-alameda/</link>
		
		<dc:creator><![CDATA[Geointec]]></dc:creator>
		<pubDate>Mon, 14 Jun 2010 11:30:04 +0000</pubDate>
				<category><![CDATA[Europa]]></category>
		<category><![CDATA[Proyectos obra civil]]></category>
		<category><![CDATA[Agresividad hormigón]]></category>
		<category><![CDATA[Caracterización geológica]]></category>
		<category><![CDATA[Caracterización geotécnica]]></category>
		<category><![CDATA[Ensayos a penetración]]></category>
		<category><![CDATA[España]]></category>
		<category><![CDATA[Hidrogeología]]></category>
		<category><![CDATA[Madrid]]></category>
		<category><![CDATA[Movimientos de tierra]]></category>
		<category><![CDATA[Riesgos constructivos]]></category>
		<category><![CDATA[Soluciones de cimentación]]></category>
		<category><![CDATA[Sondeos]]></category>
		<guid isPermaLink="false">http://www.geointec.com/?p=4207</guid>

					<description><![CDATA[<p class="tm">Proyecto: Obra Civil<br />
Ubicación: Torres de la Alameda, Madrid, España</p>
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<div style="overflow: hidden; width: 228px; height: 200px;"><img src="http://maps.googleapis.com/maps/api/js/StaticMapService.GetMapImage?1m2&#38;1i32041&#38;2i24612&#38;2e2&#38;3u8&#38;4m2&#38;1u228&#38;2u200&#38;5m5&#38;1e3&#38;5sen&#38;6sus&#38;10b1&#38;12b1&#38;token=129096" style="width: 228px; height: 200px;"></div>
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<div style="position: absolute; left: 0px; top: 0px; z-index: 0;">
<div aria-hidden="true" style="position: absolute; left: 0px; top: 0px; z-index: 1; visibility: inherit;">
<div style="position: absolute; left: -41px; top: -36px; transition: opacity 200ms ease-out;">
<div style="z-index: 0;"><img src="http://khm1.googleapis.com/kh?v=702&#38;hl=en&#38;&#38;x=125&#38;y=96&#38;z=8" draggable="false" alt="" style="position: absolute; left: 0px; top: 0px; width: 256px; height: 256px; -webkit-user-select: none; border: 0px; padding: 0px; margin: 0px; max-width: none;"></div>
<div style="z-index: 1;"><img src="http://maps.google.com/maps/vt?pb=!1m5!1m4!1i8!2i125!3i96!4i256!2m3!1e0!2sm!3i366038050!3m9!2sen!3sUS!5e18!12m1!1e50!12m3!1e37!2m1!1ssmartmaps!4e0&#38;token=31493" draggable="false" alt="" style="position: absolute; left: 0px; top: 0px; width: 256px; height: 256px; -webkit-user-select: none; border: 0px; padding: 0px; margin: 0px; max-width: none;"></div>
</div>
<div style="position: absolute; left: 215px; top: -36px; transition: opacity 200ms ease-out;">
<div style="z-index: 0;"><img src="http://khm0.googleapis.com/kh?v=702&#38;hl=en&#38;&#38;x=126&#38;y=96&#38;z=8" draggable="false" alt="" style="position: absolute; left: 0px; top: 0px; width: 256px; height: 256px; -webkit-user-select: none; border: 0px; padding: 0px; margin: 0px; max-width: none;"></div>
<div style="z-index: 1;"><img src="http://maps.google.com/maps/vt?pb=!1m5!1m4!1i8!2i126!3i96!4i256!2m3!1e0!2sm!3i366038050!3m9!2sen!3sUS!5e18!12m1!1e50!12m3!1e37!2m1!1ssmartmaps!4e0&#38;token=126065" draggable="false" alt="" style="position: absolute; left: 0px; top: 0px; width: 256px; height: 256px; -webkit-user-select: none; border: 0px; padding: 0px; margin: 0px; max-width: none;"></div>
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<div style="position: absolute; left: 0px; top: 0px; z-index: 2; width: 100%; height: 100%; transition-duration: 0.3s; opacity: 0; display: none;" class="gm-style-pbc">
<p class="gm-style-pbt">Use two fingers to move the map</p>
</div>
<div style="position: absolute; left: 0px; top: 0px; z-index: 3; width: 100%; height: 100%;"></div>
<div style="position: absolute; left: 0px; top: 0px; z-index: 4; width: 100%; transform-origin: 0px 0px 0px; transform: matrix(1, 0, 0, 1, 0, 0);">
<div style="position: absolute; left: 0px; top: 0px; z-index: 104; width: 100%;"></div>
<div style="position: absolute; left: 0px; top: 0px; z-index: 105; width: 100%;"></div>
<div style="position: absolute; left: 0px; top: 0px; z-index: 106; width: 100%;"></div>
<div style="position: absolute; left: 0px; top: 0px; z-index: 107; width: 100%;"></div>
</div>
</div>
<div style="margin-left: 5px; margin-right: 5px; z-index: 1000000; position: absolute; left: 0px; bottom: 0px;"><a target="_blank" href="https://maps.google.com/maps?ll=40.412888,-3.369124&#38;z=8&#38;t=h&#38;hl=en&#38;gl=US&#38;mapclient=apiv3" title="Click to see this area on Google Maps" style="position: static; overflow: visible; float: none; display: inline;"></p>
<div style="width: 66px; height: 26px; cursor: pointer;"><img src="http://maps.gstatic.com/mapfiles/api-3/images/google_white5.png" draggable="false" style="position: absolute; left: 0px; top: 0px; width: 66px; height: 26px; -webkit-user-select: none; border: 0px; padding: 0px; margin: 0px;"></div>
<p></a></div>
</div>
</div>
</div>
</div>
<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudio-geotecnico-para-la-construccion-de-la-edar-de-torres-de-la-alameda/">Estudios geotécnicos para proyectos EDAR de Torres de la Alameda, Villamiel, Huecas-Rielves y Noez</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
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										<content:encoded><![CDATA[<p>&nbsp;</p>
<p>Estudios geotécnicos y camaradas de investigación geotécnicas para los proyectos EDAR de Torres de la Alameda, Villamiel, Huecas-Rielves y Noez.</p>
<p>La entrada <a rel="nofollow" href="https://www.geointec.com/estudio-geotecnico-para-la-construccion-de-la-edar-de-torres-de-la-alameda/">Estudios geotécnicos para proyectos EDAR de Torres de la Alameda, Villamiel, Huecas-Rielves y Noez</a> se publicó primero en <a rel="nofollow" href="https://www.geointec.com">GEOINTEC</a>.</p>
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