{"id":2275,"date":"2025-10-27T12:21:23","date_gmt":"2025-10-27T12:21:23","guid":{"rendered":"https:\/\/growth-labs.dev\/geobu\/?p=2275"},"modified":"2025-11-27T15:57:33","modified_gmt":"2025-11-27T15:57:33","slug":"ground-investigation-on-st-helena","status":"publish","type":"post","link":"https:\/\/growth-labs.dev\/geobu\/ground-investigation-on-st-helena\/","title":{"rendered":"Collaborative Ground Investigation &amp; Earthworks Design for Infrastructure Development on St Helena"},"content":{"rendered":"\n<h2 class=\"wp-block-heading\">Challenge: Delivering a Geotechnical Framework for a Remote Island Construction Project<\/h2>\n\n\n\n<p>GeoEnviro Solutions Ltd (GES) provided ground investigation support and worked in collaboration with engineering teams on <strong><a href=\"https:\/\/www.sainthelena.gov.sh\/st-helena\/\" target=\"_blank\" rel=\"noopener\">St Helena<\/a><\/strong> to develop a geotechnical framework and earthworks specification for upcoming infrastructure projects, including the planned new correctional facility.<\/p>\n\n\n\n<p>St Helena\u2019s remote location in the South Atlantic Ocean\u2014over 1,200 miles from the nearest mainland\u2014presents inherent challenges for construction planning, particularly regarding material reuse, site investigation methodology and logistics. The objective of this assignment was to provide practical, data-led geotechnical guidance that complemented local expertise and respected existing working practices.<\/p>\n\n\n\n<p>Travel to the island highlighted the complexities of working in remote environments. Rob Lewis, GES\u2019s Managing Director, travelled via Johannesburg, with weather-related delays before securing a safe transit window. The journey involved crossing the African continent, refuelling in Namibia and then flying across the Atlantic to reach one of the most remote inhabited islands.<\/p>\n\n\n\n<p>Once on the island, GES was tasked with evaluating local ground conditions, reviewing available testing equipment and developing a clear, achievable earthworks specification that would enable local teams to safely construct engineered fills using on-island materials. The project required a balance of technical precision and practical understanding of what could realistically be delivered within the island\u2019s resource constraints.<\/p>\n\n\n\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-1 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-medium\"><img decoding=\"async\" data-id=\"2276\" src=\"data:image\/gif;base64,R0lGODlhAQABAIAAAAAAAP\/\/\/yH5BAEAAAAALAAAAAABAAEAAAIBRAA7\" data-src=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-11-at-09.32.56-1-300x225.jpeg\" alt=\"Ground Investigation and Earthworks Specification for a New Prison Development on St Helena\" class=\"wp-image-2276 lazyload\"\/><noscript><img decoding=\"async\" width=\"300\" height=\"225\" data-id=\"2276\" src=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-11-at-09.32.56-1-300x225.jpeg\" alt=\"Ground Investigation and Earthworks Specification for a New Prison Development on St Helena\" class=\"wp-image-2276 lazyload\"\/><\/noscript><\/figure>\n\n\n\n<figure class=\"wp-block-image size-medium\"><img decoding=\"async\" data-id=\"2277\" src=\"data:image\/gif;base64,R0lGODlhAQABAIAAAAAAAP\/\/\/yH5BAEAAAAALAAAAAABAAEAAAIBRAA7\" data-src=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-12-at-19.20.32-300x225.jpeg\" alt=\"Ground Investigation and Earthworks Specification for a New Prison Development on St Helena\" class=\"wp-image-2277 lazyload\"\/><noscript><img decoding=\"async\" width=\"300\" height=\"225\" data-id=\"2277\" src=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-12-at-19.20.32-300x225.jpeg\" alt=\"Ground Investigation and Earthworks Specification for a New Prison Development on St Helena\" class=\"wp-image-2277 lazyload\"\/><\/noscript><\/figure>\n\n\n\n<figure class=\"wp-block-image size-medium\"><img decoding=\"async\" data-id=\"2278\" src=\"data:image\/gif;base64,R0lGODlhAQABAIAAAAAAAP\/\/\/yH5BAEAAAAALAAAAAABAAEAAAIBRAA7\" data-src=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-12-at-19.20.35-300x225.jpeg\" alt=\"Ground Investigation and Earthworks Specification for a New Prison Development on St Helena\" class=\"wp-image-2278 lazyload\"\/><noscript><img decoding=\"async\" width=\"300\" height=\"225\" data-id=\"2278\" src=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-12-at-19.20.35-300x225.jpeg\" alt=\"Ground Investigation and Earthworks Specification for a New Prison Development on St Helena\" class=\"wp-image-2278 lazyload\"\/><\/noscript><\/figure>\n<\/figure>\n\n\n\n<p><\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Solution: Practical Earthworks Guidance and Ground-Investigation Strategy<\/strong><\/h2>\n\n\n\n<p>GES carried out a structured programme of <strong>site review, technical assessment, and specification development<\/strong>, designed to equip local engineers with a comprehensive yet accessible framework for implementing good geotechnical practice.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>Material and Geological Assessment<\/strong><\/h3>\n\n\n\n<p>The island\u2019s geology is predominantly volcanic, with widespread deposits of weathered basalt and residual clay. Through field observations and testing data review, GES identified that much of the excavated material could be reused as engineered fill when properly classified, compacted, and moisture-conditioned. The soils were generally described as stiff to very stiff red-brown and grey-brown silty gravelly clays, containing angular to sub-rounded mudstone gravels. These were assessed as suitable general-fill materials consistent with a Class 2C designation under the <strong>Series 600 Earthworks<\/strong> of the UK Specification for Highway Works (SHW).<\/p>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>Testing and Quality-Control Parameters<\/strong><\/h3>\n\n\n\n<p>GES prepared a detailed schedule of <strong>geotechnical testing and monitoring<\/strong> to ensure consistent performance throughout the construction phase. Recommended field and laboratory tests included:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Moisture-content and plasticity-index testing to track compaction suitability.<\/li>\n\n\n\n<li>Shear-vane or hand-penetrometer checks to monitor in-situ strength.<\/li>\n\n\n\n<li>Grading analyses to verify fill uniformity.<\/li>\n\n\n\n<li>Plate-load testing and TRL probing to confirm bearing capacity and compaction levels.<\/li>\n<\/ul>\n\n\n\n<p>The testing frequencies were tailored to the scale of work and the island\u2019s equipment availability, with a focus on representative sampling and practical data collection.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>Earthworks Specification Development<\/strong><\/h3>\n\n\n\n<p>GES\u2019s <strong>Earthworks Specification<\/strong> outlined procedures for excavation, placement, and protection of fill materials. Emphasis was placed on maintaining stockpile integrity, preventing contamination, and avoiding placement during inclement weather, essential in St Helena\u2019s variable tropical climate. Drainage, sealing of surfaces, and good housekeeping practices were incorporated to maintain long-term stability.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>Equipment and Training Recommendations<\/strong><\/h3>\n\n\n\n<p>Given the limitations in drilling infrastructure, GES assessed several options and recommended the introduction of a <strong>window-sampling rig<\/strong> as an immediate, cost-effective solution for shallow site investigations. Lightweight, portable, and relatively easy to operate, this equipment type would allow local teams to collect undisturbed soil samples, install monitoring wells, and build on their own investigation capability with minimal outside support.<\/p>\n\n\n\n<p>GES also provided guidance for future operator training and data-reporting standards, helping to build local knowledge and self-sufficiency in <strong>ground investigation techniques<\/strong>.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Result: Enabling Sustainable, Locally Managed Earthworks<\/h2>\n\n\n\n<p>The project concluded with the successful delivery of a comprehensive <strong>Geotechnical Commentary and Earthworks Specification<\/strong>. These documents now serve as a benchmark for future island infrastructure works.<\/p>\n\n\n\n<p>The outcomes achieved include:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Optimised Material Reuse:<\/strong> Maximising the use of local basalt and clay deposits reduced reliance on imports and transportation costs.<\/li>\n\n\n\n<li><strong>Defined Testing Protocols:<\/strong> Laboratory and in-situ procedures ensure consistent compaction and fill quality, aligned with recognised UK standards.<\/li>\n\n\n\n<li><strong>Capability Building:<\/strong> Practical guidance and training recommendations empower on-island engineers to undertake investigations independently.<\/li>\n\n\n\n<li><strong>Sustainable Practice:<\/strong> Clear mitigation measures help protect works during wet seasons, maintaining both safety and environmental stewardship.<\/li>\n<\/ul>\n\n\n\n<p>Through this assignment, GeoEnviro Solutions demonstrated how a focused, adaptable approach can overcome the challenges of distance, equipment availability, and logistics. The resulting documentation provides St Helena\u2019s engineering teams with the tools and confidence to manage their own ground investigations, paving the way for resilient and sustainable construction.<\/p>\n\n\n\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-2 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-medium\"><img decoding=\"async\" data-id=\"2279\" src=\"data:image\/gif;base64,R0lGODlhAQABAIAAAAAAAP\/\/\/yH5BAEAAAAALAAAAAABAAEAAAIBRAA7\" data-src=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-12-at-19.20.30-1-300x225.jpeg\" alt=\"Ground Investigation and Earthworks Specification for a New Prison Development on St Helena\" class=\"wp-image-2279 lazyload\"\/><noscript><img decoding=\"async\" width=\"300\" height=\"225\" data-id=\"2279\" src=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-12-at-19.20.30-1-300x225.jpeg\" alt=\"Ground Investigation and Earthworks Specification for a New Prison Development on St Helena\" class=\"wp-image-2279 lazyload\"\/><\/noscript><\/figure>\n\n\n\n<figure class=\"wp-block-image size-medium\"><img decoding=\"async\" data-id=\"2280\" src=\"data:image\/gif;base64,R0lGODlhAQABAIAAAAAAAP\/\/\/yH5BAEAAAAALAAAAAABAAEAAAIBRAA7\" data-src=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-11-at-09.32.55-2-300x225.jpeg\" alt=\"Ground Investigation and Earthworks Specification for a New Prison Development on St Helena\" class=\"wp-image-2280 lazyload\"\/><noscript><img decoding=\"async\" width=\"300\" height=\"225\" data-id=\"2280\" src=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-11-at-09.32.55-2-300x225.jpeg\" alt=\"Ground Investigation and Earthworks Specification for a New Prison Development on St Helena\" class=\"wp-image-2280 lazyload\"\/><\/noscript><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img decoding=\"async\" data-id=\"2281\" src=\"data:image\/gif;base64,R0lGODlhAQABAIAAAAAAAP\/\/\/yH5BAEAAAAALAAAAAABAAEAAAIBRAA7\" data-src=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-12-at-19.20.30-1024x768.jpeg\" alt=\"Ground Investigation and Earthworks Specification for a New Prison Development on St Helena\" class=\"wp-image-2281 lazyload\"\/><noscript><img decoding=\"async\" width=\"1024\" height=\"768\" data-id=\"2281\" src=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-12-at-19.20.30-1024x768.jpeg\" alt=\"Ground Investigation and Earthworks Specification for a New Prison Development on St Helena\" class=\"wp-image-2281 lazyload\" srcset=\"http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-12-at-19.20.30-980x735.jpeg 980w, http:\/\/growth-labs.dev\/geobu\/wp-content\/uploads\/2025\/10\/WhatsApp-Image-2025-09-12-at-19.20.30-480x360.jpeg 480w\" sizes=\"(min-width: 0px) and (max-width: 480px) 480px, (min-width: 481px) and (max-width: 980px) 980px, (min-width: 981px) 1024px, 100vw\" \/><\/noscript><\/figure>\n<\/figure>\n\n\n\n<p><\/p>\n\n\n\n<p class=\"has-text-align-center\"><strong>Looking for geotechnical support in complex or remote environments?<\/strong><\/p>\n\n\n\n<p class=\"has-text-align-center\">GeoEnviro Solutions Ltd specialises in <strong><a href=\"https:\/\/growth-labs.dev\/geobu\/phase-2-geotechnical-investigation\/\">ground investigation<\/a>, earthworks design and on-site training<\/strong> for infrastructure developments worldwide.<\/p>\n\n\n\n<p class=\"has-text-align-center\"><a href=\"https:\/\/growth-labs.dev\/geobu\/contact-us\/\">Contact us<\/a> to discuss how we can support your next project with practical, data-driven solutions.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Challenge: Delivering a Geotechnical Framework for a Remote Island Construction Project GeoEnviro Solutions Ltd (GES) provided ground investigation support and worked in collaboration with engineering teams on St Helena to develop a geotechnical framework and earthworks specification for upcoming infrastructure projects, including the planned new correctional facility. St Helena\u2019s remote location in the South Atlantic [&hellip;]<\/p>\n","protected":false},"author":13,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_et_pb_use_builder":"off","_et_pb_old_content":"<!-- wp:paragraph -->\n<p><strong>By Andrew Dickinson, Associate Director at GeoEnviro Solutions<\/strong><\/p>\n<!-- \/wp:paragraph -->\n\n<!-- wp:paragraph -->\n<p>Following the introduction of Part 2A of the Environmental Protection Act 1990, local authorities have been legally obligated to identify and manage land affected by contamination. The primary mechanism for addressing this issue has been through the planning system, utilizing conditions attached to planning approvals.<\/p>\n<!-- \/wp:paragraph -->\n\n<!-- wp:heading -->\n<h2 class=\"wp-block-heading\">Understanding Land Contamination vs. Contaminated Land<\/h2>\n<!-- \/wp:heading -->\n\n<!-- wp:paragraph -->\n<p>It is important to clarify terminology. While many refer to 'contaminated land,' this term has a strict legal definition under Part 2A, requiring mandatory remediation overseen by the Environment Agency. To avoid confusion, professionals in the field refer to 'land contamination' or 'land containing contamination.'<\/p>\n<!-- \/wp:paragraph -->\n\n<!-- wp:heading -->\n<h2 class=\"wp-block-heading\">Evolution of Guidance: From CLR11 to LCRM<\/h2>\n<!-- \/wp:heading -->\n\n<!-- wp:paragraph -->\n<p>Government guidance dictates the application and management of contamination conditions. Previously, this was outlined in CLR11 (Contaminated Land Report No. 11), but since October 2020, it has been replaced by LCRM (Land Contamination Risk Management), which remains in force. Despite this change, industry terminology such as \"Phase I\" is still commonly used.<\/p>\n<!-- \/wp:paragraph -->\n\n<!-- wp:heading -->\n<h2 class=\"wp-block-heading\">The Step-by-Step LCRM Process<\/h2>\n<!-- \/wp:heading -->\n\n<!-- wp:paragraph -->\n<p>LCRM establishes a structured approach to land contamination assessment:<\/p>\n<!-- \/wp:paragraph -->\n\n<!-- wp:heading {\"level\":4} -->\n<h4 class=\"wp-block-heading\"><strong>Stage 1: Risk Assessment<\/strong><\/h4>\n<!-- \/wp:heading -->\n\n<!-- wp:list -->\n<ul class=\"wp-block-list\"><!-- wp:list-item -->\n<li><strong>Preliminary Risk Assessment<\/strong> (PRA):<!-- wp:list -->\n<ul class=\"wp-block-list\"><!-- wp:list-item -->\n<li>Historical data review (e.g., Ordnance Survey maps, regulatory data)<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Site reconnaissance visit (walkover)<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Online portal data analysis (e.g., Coal Authority, Environment Agency, UXO search)<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Development of a Conceptual Site Model (CSM) to evaluate pollutant linkages<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Outcome: Determine whether risks are acceptable or if further investigation is needed<\/li>\n<!-- \/wp:list-item --><\/ul>\n<!-- \/wp:list --><\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li><strong>Generic Qualitative Risk Assessment<\/strong> (GQRA) (commonly known as Phase II Site Investigation):<!-- wp:list -->\n<ul class=\"wp-block-list\"><!-- wp:list-item -->\n<li>Soil sampling and chemical analysis<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Hazardous gas monitoring<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Validation against Soil Guidance Values (SGVs)<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Outcome: If contamination is negligible, no further action is needed; otherwise, remediation may be required<\/li>\n<!-- \/wp:list-item --><\/ul>\n<!-- \/wp:list --><\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li><strong>Detailed Quantitative Risk Assessment<\/strong> (DQRA):<!-- wp:list -->\n<ul class=\"wp-block-list\"><!-- wp:list-item -->\n<li>Rarely required but involves in-depth risk modeling<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Often bypassed in favor of moving directly to remediation<\/li>\n<!-- \/wp:list-item --><\/ul>\n<!-- \/wp:list --><\/li>\n<!-- \/wp:list-item --><\/ul>\n<!-- \/wp:list -->\n\n<!-- wp:heading {\"level\":4} -->\n<h4 class=\"wp-block-heading\"><strong>Stage 2: Options Appraisal<\/strong><\/h4>\n<!-- \/wp:heading -->\n\n<!-- wp:list -->\n<ul class=\"wp-block-list\"><!-- wp:list-item -->\n<li>Identification of feasible remediation options<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Detailed evaluation of each option<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Selection of the most effective and cost-efficient remediation strategy<\/li>\n<!-- \/wp:list-item --><\/ul>\n<!-- \/wp:list -->\n\n<!-- wp:heading {\"level\":4} -->\n<h4 class=\"wp-block-heading\"><strong>Stage 3: Remediation and Verification<\/strong><\/h4>\n<!-- \/wp:heading -->\n\n<!-- wp:list -->\n<ul class=\"wp-block-list\"><!-- wp:list-item -->\n<li>Implementation of the selected remediation strategy<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Comprehensive record-keeping of remediation activities<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Production of a <strong>Validation Report<\/strong> for regulatory approval<\/li>\n<!-- \/wp:list-item --><\/ul>\n<!-- \/wp:list -->\n\n<!-- wp:paragraph -->\n<p>The Validation Report is essential in confirming that the site has been appropriately remediated. Even if no contamination was found, planning authorities often require documentation verifying that no previously unidentified contamination was encountered.<\/p>\n<!-- \/wp:paragraph -->\n\n<!-- wp:heading -->\n<h2 class=\"wp-block-heading\">Compliance and Competency Requirements<\/h2>\n<!-- \/wp:heading -->\n\n<!-- wp:paragraph -->\n<p>To conduct land contamination assessments, a <strong>'Competent Person'<\/strong> is required, as defined in Paragraph 189 of the National Planning Policy Framework (NPPF). A Competent Person must meet one or more of the following criteria:<\/p>\n<!-- \/wp:paragraph -->\n\n<!-- wp:list -->\n<ul class=\"wp-block-list\"><!-- wp:list-item -->\n<li>A <strong>Suitably Qualified Person (SQP)<\/strong> under the National Quality Mark Scheme (NQMS)<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Accreditation from the <strong>SoBRA<\/strong> scheme<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Recognition as a <strong>Specialist in Land Condition (SiLC)<\/strong><\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Membership in a professional organization relevant to land contamination<\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Certification under the <strong>Gas Protection Verification Scheme (GPVS)<\/strong><\/li>\n<!-- \/wp:list-item -->\n\n<!-- wp:list-item -->\n<li>Demonstrated experience in managing land contamination<\/li>\n<!-- \/wp:list-item --><\/ul>\n<!-- \/wp:list -->\n\n<!-- wp:heading -->\n<h2 class=\"wp-block-heading\">Why Choose GeoEnviro Solutions?<\/h2>\n<!-- \/wp:heading -->\n\n<!-- wp:paragraph -->\n<p>At GeoEnviro Solutions, we meet and exceed these competency requirements. As leaders in the field, we align our remediation and validation strategies with guidance from the <strong>Yorkshire and Lincolnshire Pollution Advisory Group (YALPAG)<\/strong>\u2014a trusted authority comprised of local government contaminated land teams. Our extensive industry experience enables us to provide effective, regulatory-compliant, and cost-efficient solutions for land contamination issues.<\/p>\n<!-- \/wp:paragraph -->\n\n<!-- wp:paragraph -->\n<p>For expert consultation on land contamination assessments, contact <strong>GeoEnviro Solutions<\/strong> today. Our team ensures compliance with planning regulations while optimizing risk management strategies for developers and stakeholders alike.<\/p>\n<!-- \/wp:paragraph -->","_et_gb_content_width":"","footnotes":""},"categories":[12],"tags":[80,70,83,67,82,81],"class_list":["post-2275","post","type-post","status-publish","format-standard","hentry","category-case-study","tag-engineered-earthworks","tag-geoenviro-solutions","tag-geotechnical-consultancy","tag-geotechnical-engineering","tag-soil-compaction","tag-st-helena"],"_links":{"self":[{"href":"https:\/\/growth-labs.dev\/geobu\/wp-json\/wp\/v2\/posts\/2275","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/growth-labs.dev\/geobu\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/growth-labs.dev\/geobu\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/growth-labs.dev\/geobu\/wp-json\/wp\/v2\/users\/13"}],"replies":[{"embeddable":true,"href":"https:\/\/growth-labs.dev\/geobu\/wp-json\/wp\/v2\/comments?post=2275"}],"version-history":[{"count":7,"href":"https:\/\/growth-labs.dev\/geobu\/wp-json\/wp\/v2\/posts\/2275\/revisions"}],"predecessor-version":[{"id":2319,"href":"https:\/\/growth-labs.dev\/geobu\/wp-json\/wp\/v2\/posts\/2275\/revisions\/2319"}],"wp:attachment":[{"href":"https:\/\/growth-labs.dev\/geobu\/wp-json\/wp\/v2\/media?parent=2275"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/growth-labs.dev\/geobu\/wp-json\/wp\/v2\/categories?post=2275"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/growth-labs.dev\/geobu\/wp-json\/wp\/v2\/tags?post=2275"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}