{"id":2458,"date":"2026-05-05T15:37:23","date_gmt":"2026-05-05T15:37:23","guid":{"rendered":"https:\/\/daylageotecnia.com\/?page_id=2458"},"modified":"2026-05-07T10:25:46","modified_gmt":"2026-05-07T10:25:46","slug":"pull-out-test","status":"publish","type":"page","link":"https:\/\/daylageotecnia.com\/en\/pull-out-test\/","title":{"rendered":"PULLOUTTEST"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"2458\" class=\"elementor elementor-2458\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b2b8d70 e-con-full e-flex e-con e-parent\" data-id=\"b2b8d70\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-bacc71d elementor-widget elementor-widget-html\" data-id=\"bacc71d\" data-element_type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<!DOCTYPE html>\r\n<html lang=\"es\">\r\n<head>\r\n  <meta charset=\"UTF-8\">\r\n  <meta name=\"viewport\" content=\"width=device-width, initial-scale=1.0\">\r\n  <title>Pull Out Test \u2014 Dayla Geotecnia<\/title>\r\n  <link href=\"https:\/\/fonts.googleapis.com\/css2?family=Syne:wght@400;600;700;800&family=DM+Sans:wght@300;400;500&display=swap\" rel=\"stylesheet\">\r\n  <style>\r\n    *, *::before, *::after { box-sizing: border-box; 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}\r\n    footer p { font-size: 0.8rem; color: var(--text-secondary); }\r\n\r\n    \/* FADE ANIMATION *\/\r\n    .fade-up { opacity: 0; transform: translateY(30px); transition: opacity 0.7s ease, transform 0.7s ease; }\r\n    .fade-up.visible { opacity: 1; transform: translateY(0); }\r\n\r\n    \/* RESPONSIVE *\/\r\n    @media (max-width: 900px) {\r\n      nav { padding: 16px 24px; }\r\n      .nav-links { display: none; }\r\n      .hero { padding: 100px 24px 60px; }\r\n      section { padding: 72px 24px; }\r\n      .description-grid { grid-template-columns: 1fr; gap: 40px; }\r\n      .tech-grid { grid-template-columns: 1fr 1fr; }\r\n      .benefits-grid { grid-template-columns: 1fr; }\r\n      footer { flex-direction: column; gap: 12px; text-align: center; padding: 36px 24px; }\r\n      .stat-row { flex-direction: column; }\r\n      .cta-section { padding: 80px 24px; }\r\n    }\r\n    @media (max-width: 580px) {\r\n      .tech-grid { grid-template-columns: 1fr; }\r\n    }\r\n  <\/style>\r\n<\/head>\r\n<body>\r\n\r\n  \r\n\r\n  <!-- HERO -->\r\n  <section class=\"hero\">\r\n    <div class=\"hero-content\">\r\n      <div class=\"hero-tag\">Ensayo de Carga in Situ<\/div>\r\n      <h1>Pull Out<br><span>Test<\/span><\/h1>\r\n      <p class=\"hero-sub\">\r\n        Ensayos de carga sobre pilotes realizados en campo que reproducen las condiciones reales de la estructura, proporcionando datos determinantes para el dise\u00f1o de cimentaciones en proyectos de energ\u00eda solar.\r\n      <\/p>\r\n      <a href=\"#contacto\" class=\"hero-cta\">Solicitar ensayo \u2192<\/a>\r\n    <\/div>\r\n  <\/section>\r\n\r\n  <!-- DESCRIPCI\u00d3N -->\r\n  <section class=\"description\">\r\n    <div class=\"container\">\r\n      <div class=\"description-grid\">\r\n        <div class=\"description-text fade-up\">\r\n          <div class=\"section-label\">Descripci\u00f3n del Servicio<\/div>\r\n          <h2 class=\"section-title\">Datos reales para decisiones precisas<\/h2>\r\n          <p>El Pull Out Test es un ensayo geot\u00e9cnico realizado directamente en campo que simula las condiciones de carga finales de la instalaci\u00f3n. Permite obtener informaci\u00f3n cr\u00edtica sobre el comportamiento mec\u00e1nico del suelo frente a los esfuerzos que soportar\u00e1 la estructura fotovoltaica.<\/p>\r\n          <p>En Dayla Geotecnia aplicamos la carga de forma progresiva para no inducir deformaciones pl\u00e1sticas en los perfiles ensayados que puedan comprometer la validez del resultado. Disponemos adem\u00e1s de \u00fatiles especiales para minimizar el revirado de perfiles tipo C durante la aplicaci\u00f3n de carga.<\/p>\r\n          <p>Contamos con los medios necesarios para ejecutar ensayos bajo condiciones de saturaci\u00f3n, verificando las diferencias de comportamiento entre estado seco y h\u00famedo del terreno.<\/p>\r\n        <\/div>\r\n        <div class=\"description-visual fade-up\">\r\n          <div class=\"stat-row\">\r\n            <div class=\"stat-box\"><span class=\"val\">3<\/span><div class=\"lbl\">Tipos de resistencia evaluados<\/div><\/div>\r\n            <div class=\"stat-box\"><span class=\"val\">+50<\/span><div class=\"lbl\">Proyectos ejecutados<\/div><\/div>\r\n          <\/div>\r\n          <div class=\"stat-row\">\r\n            <div class=\"stat-box\" style=\"flex:1\"><span class=\"val\">100%<\/span><div class=\"lbl\">Ensayos con carga progresiva controlada<\/div><\/div>\r\n          <\/div>\r\n        <\/div>\r\n      <\/div>\r\n    <\/div>\r\n  <\/section>\r\n\r\n  <!-- BLOQUE T\u00c9CNICO -->\r\n  <section class=\"technical\">\r\n    <div class=\"container\">\r\n      <div class=\"section-label fade-up\">Par\u00e1metros Evaluados<\/div>\r\n      <h2 class=\"section-title fade-up\">\u00bfQu\u00e9 determina el ensayo?<\/h2>\r\n      <div class=\"tech-grid\">\r\n        <div class=\"tech-item fade-up\">\r\n          <div class=\"tech-icon\">\u2195<\/div>\r\n          <h4>Resistencia a Tracci\u00f3n<\/h4>\r\n          <p>Capacidad del pilote para soportar fuerzas de extracci\u00f3n verticales. Par\u00e1metro fundamental para el dimensionado de cimentaciones en estructuras solares.<\/p>\r\n        <\/div>\r\n        <div class=\"tech-item fade-up\">\r\n          <div class=\"tech-icon\">\u2193<\/div>\r\n          <h4>Resistencia a Compresi\u00f3n<\/h4>\r\n          <p>Evaluaci\u00f3n de la capacidad portante del perfil bajo cargas de compresi\u00f3n vertical, definiendo los l\u00edmites de trabajo en condiciones de servicio.<\/p>\r\n        <\/div>\r\n        <div class=\"tech-item fade-up\">\r\n          <div class=\"tech-icon\">\u2194<\/div>\r\n          <h4>Resistencia Lateral<\/h4>\r\n          <p>Determinaci\u00f3n de la respuesta del suelo frente a cargas horizontales, cr\u00edtica para estructuras expuestas a viento.<\/p>\r\n        <\/div>\r\n        <div class=\"tech-item fade-up\">\r\n          <div class=\"tech-icon\">\u2699<\/div>\r\n          <h4>M\u00e9todo de Instalaci\u00f3n<\/h4>\r\n          <p>Determinaci\u00f3n de la hincabilidad y necesidad de preperforaci\u00f3n (predrill), optimizando el proceso constructivo.<\/p>\r\n        <\/div>\r\n        <div class=\"tech-item fade-up\">\r\n          <div class=\"tech-icon\">\ud83d\udca7<\/div>\r\n          <h4>Influencia del Agua<\/h4>\r\n          <p>An\u00e1lisis del efecto de la saturaci\u00f3n del suelo sobre la deformaci\u00f3n y la resistencia, comparando condiciones secas y h\u00famedas.<\/p>\r\n        <\/div>\r\n        <div class=\"tech-item fade-up\">\r\n          <div class=\"tech-icon\">\ud83d\udcca<\/div>\r\n          <h4>Modelizaci\u00f3n del Terreno<\/h4>\r\n          <p>Los datos obtenidos permiten construir modelos geot\u00e9cnicos calibrados para el dise\u00f1o estructural definitivo.<\/p>\r\n        <\/div>\r\n      <\/div>\r\n    <\/div>\r\n  <\/section>\r\n\r\n  <!-- BENEFICIOS -->\r\n  <section class=\"benefits\">\r\n    <div class=\"container\">\r\n      <div class=\"section-label fade-up\">Valor Diferencial<\/div>\r\n      <h2 class=\"section-title fade-up\">Por qu\u00e9 confiar en nuestros ensayos<\/h2>\r\n      <div class=\"benefits-grid\">\r\n        <div class=\"benefit-card fade-up\">\r\n          <div class=\"benefit-num\">01<\/div>\r\n          <div>\r\n            <h4>Experiencia en energ\u00eda solar<\/h4>\r\n            <p>Amplia trayectoria ejecutando Pull Out Tests en parques fotovoltaicos de Espa\u00f1a, Italia y Portugal, desde 3 MWp hasta 150 MWp.<\/p>\r\n          <\/div>\r\n        <\/div>\r\n        <div class=\"benefit-card fade-up\">\r\n          <div class=\"benefit-num\">02<\/div>\r\n          <div>\r\n            <h4>Protocolo de carga progresiva<\/h4>\r\n            <p>Aplicamos la carga en incrementos controlados para garantizar resultados representativos sin alterar las propiedades mec\u00e1nicas del terreno ensayado.<\/p>\r\n          <\/div>\r\n        <\/div>\r\n        <div class=\"benefit-card fade-up\">\r\n          <div class=\"benefit-num\">03<\/div>\r\n          <div>\r\n            <h4>Equipaci\u00f3n t\u00e9cnica avanzada<\/h4>\r\n            <p>\u00datiles espec\u00edficos para el control de revirado en perfiles tipo C y medios propios para ensayos en condiciones de saturaci\u00f3n.<\/p>\r\n          <\/div>\r\n        <\/div>\r\n        <div class=\"benefit-card fade-up\">\r\n          <div class=\"benefit-num\">04<\/div>\r\n          <div>\r\n            <h4>Informe t\u00e9cnico detallado<\/h4>\r\n            <p>Entregamos un informe completo con curvas carga-desplazamiento, par\u00e1metros de resistencia y recomendaciones para el dise\u00f1o de la cimentaci\u00f3n.<\/p>\r\n          <\/div>\r\n        <\/div>\r\n      <\/div>\r\n    <\/div>\r\n  <\/section>\r\n\r\n  <!-- CTA -->\r\n  <section class=\"cta-section\" id=\"contacto\">\r\n    <div class=\"container\">\r\n      <h2 class=\"fade-up\">Tu proyecto necesita<br>una base s\u00f3lida<\/h2>\r\n      <p class=\"fade-up\">Contacta con nuestro equipo t\u00e9cnico y dise\u00f1aremos el protocolo de ensayo adaptado a las caracter\u00edsticas de tu emplazamiento.<\/p>\r\n      <a href=\"https:\/\/daylageotecnia.com\/en\/contacto-2\/\" class=\"btn-primary fade-up\">Hablar con un experto \u2192<\/a>\r\n    <\/div>\r\n  <\/section>\r\n\r\n  <footer>\r\n    <div class=\"logo\">Dayla<span>.<\/span>Geotecnia \u2014 Ingenier\u00eda del Suelo<\/div>\r\n    <p>Calle Utiel, 22 \u2014 Bu\u00f1ol, Valencia &nbsp;|&nbsp; info@daylageotecnia.com &nbsp;|&nbsp; +34 613 037 254<\/p>\r\n  <\/footer>\r\n\r\n  <script>\r\n    const observer = new IntersectionObserver((entries) => {\r\n      entries.forEach(e => { if (e.isIntersecting) { e.target.classList.add('visible'); } });\r\n    }, { threshold: 0.1 });\r\n    document.querySelectorAll('.fade-up').forEach((el, i) => {\r\n      el.style.transitionDelay = (i % 4) * 0.1 + 's';\r\n      observer.observe(el);\r\n    });\r\n  <\/script>\r\n<\/body>\r\n<\/html>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>Pull Out Test \u2014 Dayla Geotecnia Ensayo de Carga in Situ Pull OutTest Ensayos de carga sobre pilotes realizados en campo que reproducen las condiciones reales de la estructura, proporcionando datos determinantes para el dise\u00f1o de cimentaciones en proyectos de energ\u00eda solar. Solicitar ensayo \u2192 Descripci\u00f3n del Servicio Datos reales para decisiones precisas El Pull [&hellip;]<\/p>","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_eb_attr":"","footnotes":""},"class_list":["post-2458","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/daylageotecnia.com\/en\/wp-json\/wp\/v2\/pages\/2458","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/daylageotecnia.com\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/daylageotecnia.com\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/daylageotecnia.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/daylageotecnia.com\/en\/wp-json\/wp\/v2\/comments?post=2458"}],"version-history":[{"count":10,"href":"https:\/\/daylageotecnia.com\/en\/wp-json\/wp\/v2\/pages\/2458\/revisions"}],"predecessor-version":[{"id":2584,"href":"https:\/\/daylageotecnia.com\/en\/wp-json\/wp\/v2\/pages\/2458\/revisions\/2584"}],"wp:attachment":[{"href":"https:\/\/daylageotecnia.com\/en\/wp-json\/wp\/v2\/media?parent=2458"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}