{"id":5696,"date":"2026-07-10T10:40:19","date_gmt":"2026-07-10T10:40:19","guid":{"rendered":"https:\/\/eurohinca.com\/?p=5696"},"modified":"2026-07-10T10:40:22","modified_gmt":"2026-07-10T10:40:22","slug":"how-to-prevent-bottom-heave-siphoning-and-basal-instability-in-a-deep-well","status":"publish","type":"post","link":"https:\/\/eurohinca.com\/en\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\/","title":{"rendered":"How can bottom-hole lift, siphoning, and bottom-hole instability in a deep well be prevented?"},"content":{"rendered":"<p class=\"wp-block-paragraph\">The <strong>seabed uplift, siphoning, and basal instability<\/strong> Risks associated with a deep well can be avoided by ensuring safety against negative pressure, upward seepage, loss of fine particles, and hydraulic failure of the soil. This is achieved by combining geotechnical and hydrogeological studies, proper support design, groundwater level control, bottom seals, waterproofing treatments, controlled pumping, monitoring, and safe excavation procedures.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">In projects of <a href=\"https:\/\/eurohinca.com\/en\/vertical-wells\/\">vertical pits for driving and microtunneling<\/a>, <a href=\"https:\/\/eurohinca.com\/en\/pipe-jacking-2\/\">pipe ramming<\/a> o <a href=\"https:\/\/eurohinca.com\/en\/subway-terrestrial-applications\/\">microtunneling in terrestrial and subway applications<\/a>, this verification is critical when the well is drilled below the water table, in permeable soils, sand, silt, gravel, fill, soft soil, or areas with significant water pressure.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">What do these risks mean?<\/h2>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th>Risk<\/th><th>What's going on?<\/th><th>Why It's Critical<\/th><\/tr><\/thead><tbody><tr><td>Lifting the bottom<\/td><td>The bottom of the well rises or breaks due to water pressure or ground discharge<\/td><td>It can cause a loss of stability, water ingress, and deformation<\/td><\/tr><tr><td>Siphoning<\/td><td>The upward flow carries fine particles from the ground into the well<\/td><td>It can cause internal erosion, subsidence, and progressive collapse<\/td><\/tr><tr><td>Basal instability<\/td><td>The ground beneath the foundation is not strong enough to remain stable<\/td><td>It could compromise the well, the tunnel boring machine, and site safety<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h2 class=\"wp-block-heading\">Risk Factors<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Underlying risks tend to increase when several of these factors coincide:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>High water table.<\/li>\n\n\n\n<li>Permeable granular soils.<\/li>\n\n\n\n<li>Silt or sand prone to fine-grained material transport.<\/li>\n\n\n\n<li>Open gravel or heterogeneous soil.<\/li>\n\n\n\n<li>A deep well with a large hydraulic head difference between the outside and the inside.<\/li>\n\n\n\n<li>Excavation under water pressure.<\/li>\n\n\n\n<li>Excessive or poorly controlled pumping.<\/li>\n\n\n\n<li>Untreated well water.<\/li>\n\n\n\n<li>Screens, piles, or supports that do not block the flow.<\/li>\n\n\n\n<li>Proximity to watercourses, the coast, rivers, outfalls, or aquifers.<\/li>\n\n\n\n<li>Lack of piezometric data or permeability tests.<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">In these cases, the well design must be coordinated with the <a href=\"https:\/\/eurohinca.com\/en\/choice-of-tunnel-boring-machine\/\">choice of tunnel boring machine<\/a>, especially if the microtunnel requires <a href=\"https:\/\/eurohinca.com\/en\/closed-shield-epb\/\">EPB tunnel boring machine<\/a> o <a href=\"https:\/\/eurohinca.com\/en\/closed-shield-hydroshield\/\">hydro-shield for water-logged terrain<\/a>.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Measures to Prevent Lifting, Siphoning, and Base Instability<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>1. Adequate geotechnical and hydrogeological investigation<\/strong><br>Before excavating the well, it is necessary to determine the stratigraphy, permeability, water table, water pressures, soil strength, presence of confined layers, grain size distribution, and risk of fine-grained material washout.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>2. Safety Check for Underpressure<\/strong><br>It is verified that the weight of the soil, the well structure, or the planned treatment counteracts the upward pressure of the water. If there is not sufficient margin, stabilization or waterproofing measures must be implemented.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>3. A support structure that restricts the flow of water<\/strong><br>Screen walls, dewatering piles, sheet piles, diaphragm walls, or other retaining systems can be used to reduce water inflow and block preferred filtration paths, depending on depth, soil conditions, and available space.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>4. Bottom plug or basal treatment<\/strong><br>The bottom of the well can be stabilized using concrete plugs, jet grouting, grouting, soil-cement columns, or other treatments that increase the weight, strength, and impermeability of the base.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>5. Controlled pumping and groundwater level management<\/strong><br>Water dewatering must be designed to avoid excessive gradients, fine-grained material carryover, or settlement in the surrounding area. Pumping more is not always better: poorly planned pumping can increase the risk of siphoning or affect nearby structures.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>6. Control of Leakage and Fine Particle Loss<\/strong><br>During excavation, flow rates, turbidity, the presence of sand, pressure changes, deformations, and the behavior of the bottom are monitored. The presence of fine particles in the pumped water may indicate internal erosion.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>7. Safe Excavation Procedure<\/strong><br>Excavation must be carried out in phases that are compatible with shoring, dewatering, soil treatment, and stability checks. In critical shafts, the sequence may be just as important as the structural design.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>8. Auscultation and Alert Thresholds<\/strong><br>In urban environments, <a href=\"https:\/\/eurohinca.com\/en\/infrastructure-crossings\/\">infrastructure crossings<\/a> or areas with nearby utilities, the following are monitored: settlements, movements of the support structure, piezometric level, flow rates, deformations, and potential impacts on buildings or utility networks.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">How to Choose the Right Solution<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">The most appropriate approach depends on the depth of the shaft, its diameter, the water table, permeability, soil type, external loads, proximity to infrastructure, and the microtunneling method.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">In practical terms:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>If the main problem is <strong>rising pressure<\/strong>, low pressure is detected, and a bottom plug or an increase in dead weight may be required.<\/li>\n\n\n\n<li>If the main problem is <strong>water flow<\/strong>, methods such as diaphragm walls, waterproofing, grouting, and controlled pumping are being studied.<\/li>\n\n\n\n<li>If the main problem is <strong>fine-particle drag<\/strong>, hydraulic gradients are limited, and the soil is filtered or treated.<\/li>\n\n\n\n<li>If the main problem is <strong>low basal resistance<\/strong>, the ground is improved or the excavation sequence is modified.<\/li>\n<\/ul>\n\n\n\n<h2 class=\"wp-block-heading\">Risks of Not Treating the Bottom of the Well<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Failure to verify these phenomena can lead to sudden water inflow, bottom boiling, fine material carryover, surface settlement, deformation of the support structure, loss of tunnel stability, damage to nearby utilities, delays, cost overruns, and unsafe conditions for the startup or handover of the tunnel boring machine.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">For this reason, in deep water wells, the base level must be determined before excavation begins, rather than as a corrective measure during construction.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Minimum checklist for assessing baseline stability:<\/strong> well depth, diameter, stratigraphy, water table, water pressure, permeability, grain size distribution, risk of fine-grained material washout, soil strength, support system, planned pumping, well bottom plug, waterproofing treatments, monitoring, nearby utilities, and contingency plan.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Request a <a href=\"https:\/\/eurohinca.com\/en\/request-offer\/\">Technical inspection of deep boreholes for pile driving and microtunneling<\/a> before defining excavation, pumping, bottom plug, or basal treatment.<\/p>","protected":false},"excerpt":{"rendered":"<p>El levantamiento del fondo, el sifonamiento y la inestabilidad basal de un pozo profundo se evitan verificando la seguridad frente a subpresi\u00f3n, filtraciones ascendentes, p\u00e9rdida de finos y rotura hidr\u00e1ulica del terreno. Para ello se combinan estudio geot\u00e9cnico e hidrogeol\u00f3gico, dise\u00f1o adecuado del sostenimiento, control del nivel fre\u00e1tico, tapones de fondo, tratamientos de impermeabilizaci\u00f3n, bombeo [&hellip;]<\/p>\n","protected":false},"author":80,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[146],"tags":[],"class_list":["post-5696","post","type-post","status-publish","format-standard","hentry","category-preguntas-frecuentes"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.0 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Sifonamiento y fondo de pozo profundo<\/title>\n<meta name=\"description\" content=\"C\u00f3mo evitar levantamiento del fondo, sifonamiento e inestabilidad basal en pozos profundos mediante geotecnia, bombeo, tapones y auscultaci\u00f3n.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/eurohinca.com\/en\/how-to-prevent-bottom-heave-siphoning-and-basal-instability-in-a-deep-well\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Sifonamiento y fondo de pozo profundo\" \/>\n<meta property=\"og:description\" content=\"C\u00f3mo evitar levantamiento del fondo, sifonamiento e inestabilidad basal en pozos profundos mediante geotecnia, bombeo, tapones y auscultaci\u00f3n.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/eurohinca.com\/en\/how-to-prevent-bottom-heave-siphoning-and-basal-instability-in-a-deep-well\/\" \/>\n<meta property=\"og:site_name\" content=\"Eurohinca\" \/>\n<meta property=\"article:published_time\" content=\"2026-07-10T10:40:19+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2026-07-10T10:40:22+00:00\" \/>\n<meta name=\"author\" content=\"seouser\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Written by\" \/>\n\t<meta name=\"twitter:data1\" content=\"seouser\" \/>\n\t<meta name=\"twitter:label2\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data2\" content=\"5 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\\\/\\\/eurohinca.com\\\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\\\/#article\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/eurohinca.com\\\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\\\/\"},\"author\":{\"name\":\"seouser\",\"@id\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/#\\\/schema\\\/person\\\/2f455d0a7e0cf82717efa1161f5b8477\"},\"headline\":\"\u00bfC\u00f3mo se evita el levantamiento del fondo, el sifonamiento y la inestabilidad basal de un pozo profundo?\",\"datePublished\":\"2026-07-10T10:40:19+00:00\",\"dateModified\":\"2026-07-10T10:40:22+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\\\/\\\/eurohinca.com\\\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\\\/\"},\"wordCount\":1000,\"publisher\":{\"@id\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/#organization\"},\"articleSection\":[\"Preguntas frecuentes\"],\"inLanguage\":\"en-US\"},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/eurohinca.com\\\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\\\/\",\"url\":\"https:\\\/\\\/eurohinca.com\\\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\\\/\",\"name\":\"Sifonamiento y fondo de pozo profundo\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/#website\"},\"datePublished\":\"2026-07-10T10:40:19+00:00\",\"dateModified\":\"2026-07-10T10:40:22+00:00\",\"description\":\"C\u00f3mo evitar levantamiento del fondo, sifonamiento e inestabilidad basal en pozos profundos mediante geotecnia, bombeo, tapones y auscultaci\u00f3n.\",\"breadcrumb\":{\"@id\":\"https:\\\/\\\/eurohinca.com\\\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\\\/#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\\\/\\\/eurohinca.com\\\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\\\/\"]}]},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/eurohinca.com\\\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\\\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Portada\",\"item\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"\u00bfC\u00f3mo se evita el levantamiento del fondo, el sifonamiento y la inestabilidad basal de un pozo profundo?\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/#website\",\"url\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/\",\"name\":\"Eurohinca\",\"description\":\"\",\"publisher\":{\"@id\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/#organization\"},\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-US\"},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/#organization\",\"name\":\"Eurohinca\",\"url\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/\",\"logo\":{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/#\\\/schema\\\/logo\\\/image\\\/\",\"url\":\"https:\\\/\\\/eurohinca.com\\\/wp-content\\\/uploads\\\/2024\\\/01\\\/Logo-nuevo.png\",\"contentUrl\":\"https:\\\/\\\/eurohinca.com\\\/wp-content\\\/uploads\\\/2024\\\/01\\\/Logo-nuevo.png\",\"width\":512,\"height\":131,\"caption\":\"Eurohinca\"},\"image\":{\"@id\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/#\\\/schema\\\/logo\\\/image\\\/\"}},{\"@type\":\"Person\",\"@id\":\"https:\\\/\\\/eurohinca.com\\\/es\\\/#\\\/schema\\\/person\\\/2f455d0a7e0cf82717efa1161f5b8477\",\"name\":\"seouser\"}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Siphoning and the bottom of a deep well","description":"How to Prevent Bottom Lifting, Siphoning, and Base Instability in Deep Wells Using Geotechnical Methods, Pumping, Plugs, and Monitoring.","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/eurohinca.com\/en\/how-to-prevent-bottom-heave-siphoning-and-basal-instability-in-a-deep-well\/","og_locale":"en_US","og_type":"article","og_title":"Sifonamiento y fondo de pozo profundo","og_description":"C\u00f3mo evitar levantamiento del fondo, sifonamiento e inestabilidad basal en pozos profundos mediante geotecnia, bombeo, tapones y auscultaci\u00f3n.","og_url":"https:\/\/eurohinca.com\/en\/how-to-prevent-bottom-heave-siphoning-and-basal-instability-in-a-deep-well\/","og_site_name":"Eurohinca","article_published_time":"2026-07-10T10:40:19+00:00","article_modified_time":"2026-07-10T10:40:22+00:00","author":"seouser","twitter_card":"summary_large_image","twitter_misc":{"Written by":"seouser","Est. reading time":"5 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"Article","@id":"https:\/\/eurohinca.com\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\/#article","isPartOf":{"@id":"https:\/\/eurohinca.com\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\/"},"author":{"name":"seouser","@id":"https:\/\/eurohinca.com\/es\/#\/schema\/person\/2f455d0a7e0cf82717efa1161f5b8477"},"headline":"\u00bfC\u00f3mo se evita el levantamiento del fondo, el sifonamiento y la inestabilidad basal de un pozo profundo?","datePublished":"2026-07-10T10:40:19+00:00","dateModified":"2026-07-10T10:40:22+00:00","mainEntityOfPage":{"@id":"https:\/\/eurohinca.com\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\/"},"wordCount":1000,"publisher":{"@id":"https:\/\/eurohinca.com\/es\/#organization"},"articleSection":["Preguntas frecuentes"],"inLanguage":"en-US"},{"@type":"WebPage","@id":"https:\/\/eurohinca.com\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\/","url":"https:\/\/eurohinca.com\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\/","name":"Siphoning and the bottom of a deep well","isPartOf":{"@id":"https:\/\/eurohinca.com\/es\/#website"},"datePublished":"2026-07-10T10:40:19+00:00","dateModified":"2026-07-10T10:40:22+00:00","description":"How to Prevent Bottom Lifting, Siphoning, and Base Instability in Deep Wells Using Geotechnical Methods, Pumping, Plugs, and Monitoring.","breadcrumb":{"@id":"https:\/\/eurohinca.com\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/eurohinca.com\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\/"]}]},{"@type":"BreadcrumbList","@id":"https:\/\/eurohinca.com\/como-se-evita-el-levantamiento-del-fondo-el-sifonamiento-y-la-inestabilidad-basal-de-un-pozo-profundo\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Portada","item":"https:\/\/eurohinca.com\/es\/"},{"@type":"ListItem","position":2,"name":"\u00bfC\u00f3mo se evita el levantamiento del fondo, el sifonamiento y la inestabilidad basal de un pozo profundo?"}]},{"@type":"WebSite","@id":"https:\/\/eurohinca.com\/es\/#website","url":"https:\/\/eurohinca.com\/es\/","name":"Eurohinca","description":"","publisher":{"@id":"https:\/\/eurohinca.com\/es\/#organization"},"potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/eurohinca.com\/es\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"en-US"},{"@type":"Organization","@id":"https:\/\/eurohinca.com\/es\/#organization","name":"Eurohinca","url":"https:\/\/eurohinca.com\/es\/","logo":{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/eurohinca.com\/es\/#\/schema\/logo\/image\/","url":"https:\/\/eurohinca.com\/wp-content\/uploads\/2024\/01\/Logo-nuevo.png","contentUrl":"https:\/\/eurohinca.com\/wp-content\/uploads\/2024\/01\/Logo-nuevo.png","width":512,"height":131,"caption":"Eurohinca"},"image":{"@id":"https:\/\/eurohinca.com\/es\/#\/schema\/logo\/image\/"}},{"@type":"Person","@id":"https:\/\/eurohinca.com\/es\/#\/schema\/person\/2f455d0a7e0cf82717efa1161f5b8477","name":"seouser"}]}},"_links":{"self":[{"href":"https:\/\/eurohinca.com\/en\/wp-json\/wp\/v2\/posts\/5696","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/eurohinca.com\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/eurohinca.com\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/eurohinca.com\/en\/wp-json\/wp\/v2\/users\/80"}],"replies":[{"embeddable":true,"href":"https:\/\/eurohinca.com\/en\/wp-json\/wp\/v2\/comments?post=5696"}],"version-history":[{"count":2,"href":"https:\/\/eurohinca.com\/en\/wp-json\/wp\/v2\/posts\/5696\/revisions"}],"predecessor-version":[{"id":5699,"href":"https:\/\/eurohinca.com\/en\/wp-json\/wp\/v2\/posts\/5696\/revisions\/5699"}],"wp:attachment":[{"href":"https:\/\/eurohinca.com\/en\/wp-json\/wp\/v2\/media?parent=5696"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/eurohinca.com\/en\/wp-json\/wp\/v2\/categories?post=5696"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/eurohinca.com\/en\/wp-json\/wp\/v2\/tags?post=5696"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}