{"id":1237,"date":"2026-09-17T11:45:11","date_gmt":"2026-09-17T11:45:11","guid":{"rendered":"https:\/\/gis-system.com\/?page_id=1237"},"modified":"2026-10-13T12:55:52","modified_gmt":"2026-10-13T12:55:52","slug":"nashi-posluhy","status":"publish","type":"page","link":"https:\/\/gis-system.com\/en\/nashi-posluhy\/","title":{"rendered":"Our Services"},"content":{"rendered":"<!--start-->\n<section class=\"home-block start\">\n <img decoding=\"async\" class=\"start-img\" src=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/gis-vyrishuiemo-zadachi.webp\" alt=\"img\">\n <div class=\"container\">\n  <div class=\"start-wrap\">\n   <div class=\"start-text\">\n    <h1 class=\"start-h h1\" data-splitting>Our Services<\/h1>\n    <p class=\"start-p p1\"><\/p>\n   <\/div>\n  <\/div>\n <\/div>\n<\/section>\n<!--\/start-->\n\n\n<div style=\"height:50px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<div class=\"wp-block-media-text is-stacked-on-mobile is-image-fill-element\"><figure class=\"wp-block-media-text__media\"><a href=\"https:\/\/gis-system.com\/en\/stiazhka-budynku-vid-trishchyn-v-stinakh\/\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"683\" src=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/stiazhka-budynku-vid-trishchyn-v-stinakh-1024x683.webp\" alt=\"\" class=\"wp-image-1310 size-full\" style=\"object-position:50% 50%\" srcset=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/stiazhka-budynku-vid-trishchyn-v-stinakh-1024x683.webp 1024w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/stiazhka-budynku-vid-trishchyn-v-stinakh-300x200.webp 300w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/stiazhka-budynku-vid-trishchyn-v-stinakh-768x512.webp 768w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/stiazhka-budynku-vid-trishchyn-v-stinakh.webp 1536w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/figure><div class=\"wp-block-media-text__content\">\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/gis-system.com\/en\/stiazhka-budynku-vid-trishchyn-v-stinakh\/\">Screeding the house from cracks in the walls<\/a><\/div>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\">Restoring structural integrity and halting the progression of deformations through structural tying using reinforcement elements. The system is configured as a composite assembly\u2014comprising a reinforcement element, an anchoring system, and injection filling\u2014tailored to the specific building. It is suitable for use with brick masonry, concrete, and arched structures.<\/p>\n<\/div><\/div>\n\n\n\n<div class=\"wp-block-media-text has-media-on-the-right is-stacked-on-mobile is-image-fill-element\"><div class=\"wp-block-media-text__content\">\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/gis-system.com\/en\/armuvannia-trishchyn-u-stinakh-za-tekhnolohiieiu-stati-cal\/\">Reinforcement of wall cracks<\/a><\/div>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\">If soils of varying density lie beneath different sections of the foundation, they deform unevenly under load. One part of the foundation settles more than another. Brick and block masonry is particularly prone to cracking that follows the mortar joints and gradually spreads from corners or openings.<\/p>\n<\/div><figure class=\"wp-block-media-text__media\"><a href=\"https:\/\/gis-system.com\/en\/armuvannia-trishchyn-u-stinakh-za-tekhnolohiieiu-stati-cal\/\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"683\" src=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/armuvannia-trishchyn-u-stinakh-za-tekhnolohiieiu-stati-cal-1-1024x683.webp\" alt=\"\" class=\"wp-image-1251 size-full\" style=\"object-position:50% 50%\" srcset=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/armuvannia-trishchyn-u-stinakh-za-tekhnolohiieiu-stati-cal-1-1024x683.webp 1024w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/armuvannia-trishchyn-u-stinakh-za-tekhnolohiieiu-stati-cal-1-300x200.webp 300w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/armuvannia-trishchyn-u-stinakh-za-tekhnolohiieiu-stati-cal-1-768x512.webp 768w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/armuvannia-trishchyn-u-stinakh-za-tekhnolohiieiu-stati-cal-1.webp 1350w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/figure><\/div>\n\n\n\n<div class=\"wp-block-media-text is-stacked-on-mobile is-image-fill-element\"><figure class=\"wp-block-media-text__media\"><a href=\"https:\/\/gis-system.com\/en\/iniektuvannia-trishchyn-v-tsehlianiy-kladtsi-ta-betonnykh-konstruktsiiakh\/\"><img loading=\"lazy\" decoding=\"async\" width=\"969\" height=\"969\" src=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/crack-injection.webp\" alt=\"\" class=\"wp-image-869 size-full\" style=\"object-position:50% 50%\" srcset=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/crack-injection.webp 969w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/crack-injection-300x300.webp 300w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/crack-injection-150x150.webp 150w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/crack-injection-768x768.webp 768w\" sizes=\"auto, (max-width: 969px) 100vw, 969px\" \/><\/a><\/figure><div class=\"wp-block-media-text__content\">\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/gis-system.com\/en\/iniektuvannia-trishchyn-v-tsehlianiy-kladtsi-ta-betonnykh-konstruktsiiakh\/\">Crack injection<\/a><\/div>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\">The technology can be applied to brick, stone, and concrete structures\u2014including foundations, walls, columns, floor slabs, arch assemblies, underground structures, and other building elements. Injection allows for localized restoration without large-scale structural dismantling and with minimal interference with the building.<\/p>\n<\/div><\/div>\n\n\n\n<div class=\"wp-block-media-text has-media-on-the-right is-stacked-on-mobile is-image-fill-element\"><div class=\"wp-block-media-text__content\">\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/gis-system.com\/en\/vyrivniuvannia-ta-pidyom-plyt-pidloh\/\">Leveling and lifting floor slabs<\/a><\/div>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\">We perform the leveling and lifting of concrete floor slabs. Depending on the causes of deformation, the work may include soil stabilization, void filling, controlled structural lifting, crack sealing, injection of damaged areas, and structural reinforcement of specific elements.<\/p>\n<\/div><figure class=\"wp-block-media-text__media\"><a href=\"https:\/\/gis-system.com\/en\/vyrivniuvannia-ta-pidyom-plyt-pidloh\/\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"576\" src=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/georesin-floor-lifting-1024x576.jpg\" alt=\"\" class=\"wp-image-776 size-full\" style=\"object-position:50% 50%\" srcset=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/georesin-floor-lifting-1024x576.jpg 1024w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/georesin-floor-lifting-300x169.jpg 300w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/georesin-floor-lifting-768x432.jpg 768w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/georesin-floor-lifting-1536x865.jpg 1536w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/georesin-floor-lifting.jpg 1599w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/figure><\/div>\n\n\n\n<div class=\"wp-block-media-text is-stacked-on-mobile is-image-fill-element\"><figure class=\"wp-block-media-text__media\"><a href=\"https:\/\/gis-system.com\/en\/ukriplennia-fundamentiv-budivel-z-vykorystanniam-metodyk-iniektuvannia-ta-naroshchuvanykh-pal\/\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"683\" src=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/vibrozakhyst-osnov-sporud-2-1-1024x683.webp\" alt=\"\" class=\"wp-image-1233 size-full\" style=\"object-position:50% 50%\" srcset=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/vibrozakhyst-osnov-sporud-2-1-1024x683.webp 1024w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/vibrozakhyst-osnov-sporud-2-1-300x200.webp 300w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/vibrozakhyst-osnov-sporud-2-1-768x512.webp 768w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/vibrozakhyst-osnov-sporud-2-1.webp 1536w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/figure><div class=\"wp-block-media-text__content\">\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/gis-system.com\/en\/vyrishuiemo-zadachi\/prosidannia-kuta-budivli\/\">Strengthening building foundations<\/a><\/div>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\">A comprehensive approach to foundation strengthening that combines three technological methods: geopolymer injection, gel-composite injection, and extendable micropiles. The choice of technology is determined by the results of the site assessment, the foundation type, soil characteristics, the magnitude and nature of the loads, and the specific technical requirements.<\/p>\n<\/div><\/div>\n\n\n\n<div class=\"wp-block-media-text has-media-on-the-right is-stacked-on-mobile is-image-fill-element\"><div class=\"wp-block-media-text__content\">\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/gis-system.com\/en\/pidsylennia-gruntiv-osnovy-iniektsiynymy-metodamy\/\">Reinforcement of foundation soils<\/a><\/div>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\">Soil stabilization via injection using geopolymer resins and gel-composite mixtures. The specific solution is determined following an assessment and analysis of the subgrade condition, structure type, and nature of deformations. These technologies can be applied beneath existing foundations, floor slabs, construction sites, and other structures.<\/p>\n<\/div><figure class=\"wp-block-media-text__media\"><a href=\"https:\/\/gis-system.com\/en\/pidsylennia-gruntiv-osnovy-iniektsiynymy-metodamy\/\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"576\" src=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/infrastructure-1024x576.webp\" alt=\"\" class=\"wp-image-803 size-full\" style=\"object-position:50% 50%\" srcset=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/infrastructure-1024x576.webp 1024w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/infrastructure-300x169.webp 300w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/infrastructure-768x432.webp 768w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/infrastructure-1536x864.webp 1536w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/infrastructure.webp 1600w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/figure><\/div>\n\n\n\n<div class=\"wp-block-media-text is-stacked-on-mobile is-image-fill-element\"><figure class=\"wp-block-media-text__media\"><a href=\"https:\/\/gis-system.com\/en\/zapovnennia-pustot-pid-fundamentamy-ta-inzhenernymy-sporudamy\/\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"720\" src=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/georesin-BENEFIL.jpg\" alt=\"Georesin BENEFIL - \u0437\u0430\u043f\u043e\u0432\u043d\u0435\u043d\u043d\u044f \u043f\u043e\u0440\u043e\u0436\u043d\u0438\u043d \u0432 \u0433\u0440\u0443\u043d\u0442\u0456\u0432 \u0442\u0430 \u043a\u043e\u043d\u0441\u0435\u0440\u0432\u0430\u0446\u0456\u044f \u0432\u0456\u0434\u0437\u0435\u043c\u043d\u0438\u0445 \u043a\u043e\u043d\u0441\u0442\u0440\u0443\u043a\u0446\u0456\u0439\" class=\"wp-image-770 size-full\" style=\"object-position:50% 50%\" srcset=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/georesin-BENEFIL.jpg 1024w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/georesin-BENEFIL-300x211.jpg 300w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/07\/georesin-BENEFIL-768x540.jpg 768w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/figure><div class=\"wp-block-media-text__content\">\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/gis-system.com\/en\/zapovnennia-pustot-pid-fundamentamy-ta-inzhenernymy-sporudamy\/\">Void filling<\/a><\/div>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\">Traditional methods involve excavating the site, removing soil, accessing the void, and mechanically filling it. In many cases, this entails significant expenditure of time, money, and resources. GeoResin, Inject, and Benefill technologies enable operations to be carried out directly through a system of injection boreholes, minimizing disruption to existing infrastructure.<\/p>\n<\/div><\/div>\n\n\n\n<div class=\"wp-block-media-text has-media-on-the-right is-stacked-on-mobile is-image-fill-element\"><div class=\"wp-block-media-text__content\">\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/gis-system.com\/en\/vibrozakhyst-osnov-sporud\/\">Vibration protection of building foundations<\/a><\/div>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\">Vibration protection of structure foundations using an injection method that improves soil mechanical properties. Enhancing the characteristics of the soil mass reduces non-uniformity in its behavior, increases foundation stability, and minimizes the risk of deformation caused by prolonged cyclic vibration loads.<\/p>\n<\/div><figure class=\"wp-block-media-text__media\"><a href=\"https:\/\/gis-system.com\/en\/vibrozakhyst-osnov-sporud\/\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"683\" src=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/vibrozakhyst-osnov-sporud-3-1024x683.webp\" alt=\"\" class=\"wp-image-1242 size-full\" style=\"object-position:50% 50%\" srcset=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/vibrozakhyst-osnov-sporud-3-1024x683.webp 1024w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/vibrozakhyst-osnov-sporud-3-300x200.webp 300w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/vibrozakhyst-osnov-sporud-3-768x512.webp 768w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/vibrozakhyst-osnov-sporud-3.webp 1536w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/figure><\/div>\n\n\n\n<div class=\"wp-block-media-text is-stacked-on-mobile is-image-fill-element\"><figure class=\"wp-block-media-text__media\"><a href=\"https:\/\/gis-system.com\/en\/hidrobariery-dlia-berehovykh-liniy-ta-kotlovaniv\/\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"577\" src=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/superlock-install0-1024x577.webp\" alt=\"\" class=\"wp-image-1340 size-full\" style=\"object-position:50% 50%\" srcset=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/superlock-install0-1024x577.webp 1024w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/superlock-install0-300x169.webp 300w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/superlock-install0-768x432.webp 768w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/superlock-install0-1536x865.webp 1536w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/superlock-install0.webp 1600w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/figure><div class=\"wp-block-media-text__content\">\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/gis-system.com\/en\/hidrobariery-dlia-berehovykh-liniy-ta-kotlovaniv\/\">Water barriers for shorelines and excavation pits<\/a><\/div>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\">Installation of hydraulic barriers, anti-seepage screens, and soil stabilization systems using injection technologies and sheet piles for a wide range of engineering and construction applications.<\/p>\n<\/div><\/div>\n\n\n\n<div class=\"wp-block-media-text has-media-on-the-right is-stacked-on-mobile is-image-fill-element\"><div class=\"wp-block-media-text__content\">\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/gis-system.com\/en\/hidroizoliatsiia-pidzemnykh-konstruktsiy\/\">Waterproofing of underground structures<\/a><\/div>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\">Comprehensive creation of a waterproofing system combining structural sealing, the installation of anti-seepage barriers, and the stabilization of the adjacent soil mass.<\/p>\n<\/div><figure class=\"wp-block-media-text__media\"><a href=\"https:\/\/gis-system.com\/en\/hidroizoliatsiia-pidzemnykh-konstruktsiy\/\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"683\" src=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/hidroizoliatsiia-pidzemnykh-konstruktsiy-0-1024x683.webp\" alt=\"\" class=\"wp-image-1246 size-full\" style=\"object-position:50% 50%\" srcset=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/hidroizoliatsiia-pidzemnykh-konstruktsiy-0-1024x683.webp 1024w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/hidroizoliatsiia-pidzemnykh-konstruktsiy-0-300x200.webp 300w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/hidroizoliatsiia-pidzemnykh-konstruktsiy-0-768x512.webp 768w, https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/hidroizoliatsiia-pidzemnykh-konstruktsiy-0.webp 1536w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/figure><\/div>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"page-policy.php","meta":{"footnotes":""},"class_list":["post-1237","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.2 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Our Services<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/gis-system.com\/en\/nashi-posluhy\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:locale:alternate\" content=\"uk\" \/>\n<meta property=\"og:locale:alternate\" content=\"pl_PL\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Our Services\" \/>\n<meta property=\"og:url\" content=\"https:\/\/gis-system.com\/en\/nashi-posluhy\/\" \/>\n<meta property=\"og:site_name\" content=\"GIS\" \/>\n<meta property=\"article:modified_time\" content=\"2026-10-13T12:55:52+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/stiazhka-budynku-vid-trishchyn-v-stinakh-1024x683.webp\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"5 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/gis-system.com\\\/pl\\\/nashi-posluhy\\\/\",\"url\":\"https:\\\/\\\/gis-system.com\\\/pl\\\/nashi-posluhy\\\/\",\"name\":\"Our Services\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/gis-system.com\\\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\\\/\\\/gis-system.com\\\/pl\\\/nashi-posluhy\\\/#primaryimage\"},\"image\":{\"@id\":\"https:\\\/\\\/gis-system.com\\\/pl\\\/nashi-posluhy\\\/#primaryimage\"},\"thumbnailUrl\":\"https:\\\/\\\/gis-system.com\\\/wp-content\\\/uploads\\\/2026\\\/09\\\/stiazhka-budynku-vid-trishchyn-v-stinakh-1024x683.webp\",\"datePublished\":\"2026-09-17T11:45:11+00:00\",\"dateModified\":\"2026-10-13T12:55:52+00:00\",\"breadcrumb\":{\"@id\":\"https:\\\/\\\/gis-system.com\\\/pl\\\/nashi-posluhy\\\/#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\\\/\\\/gis-system.com\\\/pl\\\/nashi-posluhy\\\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\\\/\\\/gis-system.com\\\/pl\\\/nashi-posluhy\\\/#primaryimage\",\"url\":\"https:\\\/\\\/gis-system.com\\\/wp-content\\\/uploads\\\/2026\\\/09\\\/stiazhka-budynku-vid-trishchyn-v-stinakh-1024x683.webp\",\"contentUrl\":\"https:\\\/\\\/gis-system.com\\\/wp-content\\\/uploads\\\/2026\\\/09\\\/stiazhka-budynku-vid-trishchyn-v-stinakh-1024x683.webp\"},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/gis-system.com\\\/pl\\\/nashi-posluhy\\\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"\u0413\u043e\u043b\u043e\u0432\u043d\u0430\",\"item\":\"https:\\\/\\\/gis-system.com\\\/pl\\\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Nasze us\u0142ugi\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/gis-system.com\\\/#website\",\"url\":\"https:\\\/\\\/gis-system.com\\\/\",\"name\":\"GIS\",\"description\":\"\u0413\u0435\u043e\u0442\u0435\u0445\u043d\u0456\u0447\u043d\u0456 \u0406\u043d\u0436\u0435\u043d\u0435\u0440\u043d\u0456 \u0421\u0438\u0441\u0442\u0435\u043c\u0438\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\\\/\\\/gis-system.com\\\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-US\"}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Our Services","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:\/\/gis-system.com\/en\/nashi-posluhy\/","og_locale":"en_US","og_type":"article","og_title":"[:uk]\u041d\u0430\u0448\u0456 \u043f\u043e\u0441\u043b\u0443\u0433\u0438[:en]Our Services[:pl]Nasze us\u0142ugi[:] - GIS","og_url":"https:\/\/gis-system.com\/en\/nashi-posluhy\/","og_site_name":"GIS","article_modified_time":"2026-10-13T12:55:52+00:00","og_image":[{"url":"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/stiazhka-budynku-vid-trishchyn-v-stinakh-1024x683.webp","type":"","width":"","height":""}],"twitter_card":"summary_large_image","twitter_misc":{"Est. reading time":"5 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/gis-system.com\/pl\/nashi-posluhy\/","url":"https:\/\/gis-system.com\/pl\/nashi-posluhy\/","name":"Our Services","isPartOf":{"@id":"https:\/\/gis-system.com\/#website"},"primaryImageOfPage":{"@id":"https:\/\/gis-system.com\/pl\/nashi-posluhy\/#primaryimage"},"image":{"@id":"https:\/\/gis-system.com\/pl\/nashi-posluhy\/#primaryimage"},"thumbnailUrl":"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/stiazhka-budynku-vid-trishchyn-v-stinakh-1024x683.webp","datePublished":"2026-09-17T11:45:11+00:00","dateModified":"2026-10-13T12:55:52+00:00","breadcrumb":{"@id":"https:\/\/gis-system.com\/pl\/nashi-posluhy\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/gis-system.com\/pl\/nashi-posluhy\/"]}]},{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/gis-system.com\/pl\/nashi-posluhy\/#primaryimage","url":"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/stiazhka-budynku-vid-trishchyn-v-stinakh-1024x683.webp","contentUrl":"https:\/\/gis-system.com\/wp-content\/uploads\/2026\/09\/stiazhka-budynku-vid-trishchyn-v-stinakh-1024x683.webp"},{"@type":"BreadcrumbList","@id":"https:\/\/gis-system.com\/pl\/nashi-posluhy\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"\u0413\u043e\u043b\u043e\u0432\u043d\u0430","item":"https:\/\/gis-system.com\/pl\/"},{"@type":"ListItem","position":2,"name":"Nasze us\u0142ugi"}]},{"@type":"WebSite","@id":"https:\/\/gis-system.com\/#website","url":"https:\/\/gis-system.com\/","name":"GIS","description":"\u0413\u0435\u043e\u0442\u0435\u0445\u043d\u0456\u0447\u043d\u0456 \u0406\u043d\u0436\u0435\u043d\u0435\u0440\u043d\u0456 \u0421\u0438\u0441\u0442\u0435\u043c\u0438","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/gis-system.com\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"en-US"}]}},"_links":{"self":[{"href":"https:\/\/gis-system.com\/en\/wp-json\/wp\/v2\/pages\/1237","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/gis-system.com\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/gis-system.com\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/gis-system.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/gis-system.com\/en\/wp-json\/wp\/v2\/comments?post=1237"}],"version-history":[{"count":10,"href":"https:\/\/gis-system.com\/en\/wp-json\/wp\/v2\/pages\/1237\/revisions"}],"predecessor-version":[{"id":1799,"href":"https:\/\/gis-system.com\/en\/wp-json\/wp\/v2\/pages\/1237\/revisions\/1799"}],"wp:attachment":[{"href":"https:\/\/gis-system.com\/en\/wp-json\/wp\/v2\/media?parent=1237"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}