{"id":8,"date":"2014-04-03T03:57:51","date_gmt":"2014-04-03T03:57:51","guid":{"rendered":"http:\/\/www.ofgeomech.com\/ofg20\/?page_id=8"},"modified":"2021-04-02T05:19:17","modified_gmt":"2021-04-02T05:19:17","slug":"oilfield-geomechanics-services","status":"publish","type":"page","link":"https:\/\/ofgeomech.com\/ofg20\/oilfield-geomechanics-services\/","title":{"rendered":"Geomechanics Services \u2013 Near-Wellbore"},"content":{"rendered":"\n<h2>Pore Pressure Prediction<\/h2>\n\n\n\n<p><\/p>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\">\n<p>However, Pore Pressure plays a role in all&nbsp;geomechanical&nbsp;applications as the effective stresses (defined as total stress \u2013 pore pressure) controls deformation and failure of the rock.<\/p>\n\n\n\n<p>Pore pressure is a key parameter for Hydraulic Fracturing design&nbsp;<\/p>\n\n\n\n<p>State of the practice methodologies, Normal compaction trend &#8211; Eaton&#8217;s, Unloading- Bowers methods,&nbsp;&nbsp;depending on the overpressure generation mechanisms &#8211; are available from OFG experience.&nbsp;<\/p>\n\n\n\n<p>At reservoir scale PPP is done using seismic interval velocities with well derived relationships (Eaton, Bowers).<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-column\">\n<figure class=\"wp-block-image size-large coblocks-animate\" data-coblocks-animation=\"slideInBottom\"><img loading=\"lazy\" width=\"700\" height=\"463\" src=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_1-700x463.png\" alt=\"Near-Wellbore - Oilfield Geomechanics\" class=\"wp-image-680\" srcset=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_1-700x463.png 700w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_1-300x198.png 300w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_1-768x508.png 768w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_1-1536x1015.png 1536w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_1.png 1610w\" sizes=\"(max-width: 700px) 100vw, 700px\" \/><\/figure>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\">\n<div class=\"wp-block-columns has-background coblocks-animate\" style=\"background-color:#f3ede3\" data-coblocks-animation=\"slideInBottom\">\n<div class=\"wp-block-column is-vertically-aligned-center\" style=\"flex-basis:80%\">\n<p style=\"font-size:25px\"><em>The main objective of PPP has been to prevent the risk and expense of kicks, blowouts, lost circulation and stuck pipe for drilling applications<\/em><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-column\" style=\"flex-basis:33.33%\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" width=\"421\" height=\"607\" src=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_AccBlowout.jpg\" alt=\"Blowout accident - OFG\" class=\"wp-image-678\" srcset=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_AccBlowout.jpg 421w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_AccBlowout-208x300.jpg 208w\" sizes=\"(max-width: 421px) 100vw, 421px\" \/><\/figure>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\" style=\"flex-basis:40%\">\n<figure class=\"wp-block-image size-large coblocks-animate\" data-coblocks-animation=\"slideInBottom\"><img loading=\"lazy\" width=\"700\" height=\"498\" src=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Seismic_Pore_Pressure-700x498.png\" alt=\"\" class=\"wp-image-685\" srcset=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Seismic_Pore_Pressure-700x498.png 700w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Seismic_Pore_Pressure-300x214.png 300w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Seismic_Pore_Pressure-768x547.png 768w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Seismic_Pore_Pressure.png 1500w\" sizes=\"(max-width: 700px) 100vw, 700px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column\" style=\"flex-basis:66.66%\">\n<h4><strong>How we handle PPP&nbsp;<\/strong><strong>Unconventionals<\/strong><strong>?<\/strong><\/h4>\n\n\n\n<p>However,&nbsp;Pore pressure in Unconventional shales is a very challenging task because of the ultra-low permeability that impedes a fast response of gas\/liquids inflows when drilling, even thought high overpressure may be present &#8211; no inflows detected.&nbsp;Also&nbsp;the high organic content alter the petrophysical response.&nbsp;So&nbsp;we use:\u2022Corrected Eaton using&nbsp;poroelasticity, a very detailed Petrophysical model and thermal maturity&nbsp;\u2022Empirical Equations based on TOC\u2022Temperature vs effective stress relationships (thermal maturity)\u2022Geomechanical&nbsp;back-analysis<\/p>\n\n\n\n<p><strong>Real-Time Pore Pressure Detection&nbsp;<\/strong>OFG assists in the PP RT analysis and detection by&nbsp;streaming real-time data&nbsp;and importing into the models, comparing to predrill estimates, and alert for corrections when needed. We can use several pore pressure detection methods such as D-exponent, LWD, field indicators &#8211; connection gas, total gas, mud gas, ROP, PWD, and wellbore failure indicators such as&nbsp;cavings&nbsp;morphology.<\/p>\n<\/div>\n<\/div>\n\n\n\n<hr class=\"wp-block-separator is-style-wide\"\/>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\">\n<h3>WELLBORE INSTABILITY&nbsp;during drilling<\/h3>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\">\n<p>Starting with the&nbsp;geomechanical&nbsp;earth model (i.e.&nbsp;the distribution of stresses, pore pressure and mechanical properties) along a well trajectory and then using a&nbsp;geomechanical&nbsp;tool (analytical or numerical) to evaluate stresses induced by the borehole and comparing with a failure criteria are the steps to evaluate the critical conditions to design a safe well.&nbsp;<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-column\">\n<figure class=\"wp-block-image size-large coblocks-animate\" data-coblocks-animation=\"slideInBottom\"><img loading=\"lazy\" width=\"672\" height=\"200\" src=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_2.png\" alt=\"Near Wellbore Chart\" class=\"wp-image-709\" srcset=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_2.png 672w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_2-300x89.png 300w\" sizes=\"(max-width: 672px) 100vw, 672px\" \/><\/figure>\n\n\n\n<p>Which is the mud window, and optimum trajectory that will produce a stable well (avoid mud losses and fracturing the formation or prevent influx and excessive failure and stuck pipes).<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\">\n<figure class=\"wp-block-image size-large coblocks-animate\" data-coblocks-animation=\"slideInBottom\"><img loading=\"lazy\" width=\"700\" height=\"460\" src=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Wellbore_Stability-700x460.jpg\" alt=\"Wellbore Stability\" class=\"wp-image-686\" srcset=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Wellbore_Stability-700x460.jpg 700w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Wellbore_Stability-300x197.jpg 300w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Wellbore_Stability-768x505.jpg 768w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Wellbore_Stability.jpg 805w\" sizes=\"(max-width: 700px) 100vw, 700px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column\">\n<p>Wellbore stability has been the main application of geomechanics in the oil and gas industry, to address&nbsp;problems of&nbsp;&nbsp;Stuck Pipe, Kicks, Lost Circulation, Sloughing Shale, inflows. Wellbore Instability, some 41% of total NPT &#8211; are estimated to cost the industry a combined&nbsp;$8 billion&nbsp;per year.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\">\n<div class=\"wp-block-columns has-background\" style=\"background-color:#f3fafd\">\n<div class=\"wp-block-column\">\n<h4>Critical Factors in wellbore Stability analysis<\/h4>\n\n\n\n<ul><li>Well Inclination and azimuth<\/li><li>Permeable vs. Impermeable\u2022&nbsp;Errors in Pore Pressure<\/li><li>Errors in Stress &#8211;&nbsp;&nbsp;Influence of&nbsp;SHmax<\/li><li>Errors in Rock Strength<br>\u2022&nbsp;Influence of Failure Model<br>\u2022&nbsp;Effect of Anisotropic Strength&nbsp;(bedding planes and natural fractures)<\/li><li>Thermal Effects<\/li><li>Shales: Mud salinity and chemical effects<\/li><\/ul>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<h4><strong>Design &#8211; Predrill safe mud window<\/strong><\/h4>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\">\n<p>As a function of depth<\/p>\n\n\n\n<figure class=\"wp-block-image size-large coblocks-animate\" data-coblocks-animation=\"slideInBottom\"><img loading=\"lazy\" width=\"652\" height=\"559\" src=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Safe_Mud_Window_1.jpg\" alt=\"\" class=\"wp-image-684\" srcset=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Safe_Mud_Window_1.jpg 652w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Safe_Mud_Window_1-300x257.jpg 300w\" sizes=\"(max-width: 652px) 100vw, 652px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column\">\n<p>At any orientation and inclination (set depth)<\/p>\n\n\n\n<figure class=\"wp-block-image size-large coblocks-animate\" data-coblocks-animation=\"slideInBottom\"><img loading=\"lazy\" width=\"700\" height=\"549\" src=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_3-700x549.png\" alt=\"\" class=\"wp-image-862\" srcset=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_3-700x549.png 700w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_3-300x235.png 300w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_3-768x603.png 768w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Chart_3.png 1054w\" sizes=\"(max-width: 700px) 100vw, 700px\" \/><\/figure>\n\n\n\n<p><\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\">\n<h4><strong>RT &#8211; Safe mud window<\/strong><\/h4>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\">\n<p>One step further in the RT PP prediction is the use of wellbore failure indicators to update the wellbore stability analysis in Real time. The future of&nbsp;cavings&nbsp;volume and morphology automatic recognition is coming soon.<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-column\">\n<figure class=\"wp-block-image size-large coblocks-animate\" data-coblocks-animation=\"slideInBottom\"><img loading=\"lazy\" width=\"666\" height=\"497\" src=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Rock_Samples.jpg\" alt=\"Rock samples - Near-Wellbore - Oilfield Geomechanics\" class=\"wp-image-683\" srcset=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Rock_Samples.jpg 666w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Rock_Samples-300x224.jpg 300w\" sizes=\"(max-width: 666px) 100vw, 666px\" \/><\/figure>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<hr class=\"wp-block-separator is-style-wide\"\/>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\">\n<h3>WELLBORE INSTABILITY&nbsp;during production (sanding)<\/h3>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\">\n<p>Sand&nbsp;Production&nbsp;or&nbsp;\u2018Sanding\u2019&nbsp;is&nbsp;the&nbsp;failure&nbsp;of&nbsp;the&nbsp;producing&nbsp;formation,&nbsp;followed&nbsp;by&nbsp;theflow&nbsp;offailed&nbsp;rock&nbsp;into&nbsp;the&nbsp;wellbore;&nbsp;very&nbsp;often&nbsp;the&nbsp;flow&nbsp;of&nbsp;failed&nbsp;rock can come&nbsp;to&nbsp;the&nbsp;surface&nbsp;and&nbsp;into&nbsp;surface&nbsp;facilities.<\/p>\n\n\n\n<p>Rock&nbsp;failure&nbsp;modes&nbsp;include: A)&nbsp;shear&nbsp;(high&nbsp;stresses,&nbsp;low&nbsp;wellbore&nbsp;pressure,&nbsp;low&nbsp;rock&nbsp;strength); B)&nbsp;tensile&nbsp;(high&nbsp;flow&nbsp;rate,&nbsp;perm&nbsp;&nbsp;damage&nbsp;at&nbsp;the&nbsp;cavity&nbsp;surface); and C)&nbsp;erosion(high&nbsp;seepage&nbsp;forces).<\/p>\n\n\n\n<p><strong>What type of models and analysis we use:<\/strong><\/p>\n\n\n\n<ul><li>Phenomenological models (correlations, field observations)<\/li><li>Analytical&nbsp;&nbsp;models (are they over- simplified?&nbsp;&nbsp;OVER CONSERVATIVE)<\/li><li>Semi-empirical (getting better, need&nbsp;&nbsp;calibration)<\/li><li>Numerical (coupled-uncoupled&nbsp;&nbsp;hydro-mech,&nbsp;&nbsp;allow for design and optimization)<\/li><li>Integrated models<br>\u2022 Empirical, semi-empirical analysis<br>\u2022 Numerical analysis of TWC<br>\u2022 Numerical analysis of stability of perforations<br>\u2022 Field assessment of sand production potential and remedies<\/li><\/ul>\n<\/div>\n\n\n\n<div class=\"wp-block-column\">\n<figure class=\"wp-block-image size-large coblocks-animate\" data-coblocks-animation=\"slideInBottom\"><img loading=\"lazy\" width=\"700\" height=\"496\" src=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Oilrig_1-700x496.jpg\" alt=\"Oilrig - Oilfield Geomechanics\" class=\"wp-image-682\" srcset=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Oilrig_1-700x496.jpg 700w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Oilrig_1-300x213.jpg 300w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Oilrig_1-768x544.jpg 768w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_Oilrig_1.jpg 855w\" sizes=\"(max-width: 700px) 100vw, 700px\" \/><figcaption>Massive solids production from a well<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large coblocks-animate\" data-coblocks-animation=\"slideInBottom\"><img loading=\"lazy\" width=\"700\" height=\"533\" src=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_BHP_Drawdown-700x533.png\" alt=\"Near-Wellbore - BHP-Drawdown - Oilfield Geomechanics\" class=\"wp-image-679\" srcset=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_BHP_Drawdown-700x533.png 700w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_BHP_Drawdown-300x228.png 300w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_BHP_Drawdown-768x585.png 768w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Near_Wellbore_BHP_Drawdown.png 1422w\" sizes=\"(max-width: 700px) 100vw, 700px\" \/><figcaption>Safe BHP-Drawdown to avoid sanding according to rock strength and reservoir pressure<\/figcaption><\/figure>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<hr class=\"wp-block-separator is-style-wide\"\/>\n\n\n\n<figure class=\"wp-block-image size-large is-resized\"><img loading=\"lazy\" src=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Failure-Stress-Strength-700x112.png\" alt=\"Failure: Stress &gt; Strength\" class=\"wp-image-879\" width=\"840\" height=\"134\" srcset=\"https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Failure-Stress-Strength-700x112.png 700w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Failure-Stress-Strength-300x48.png 300w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Failure-Stress-Strength-768x123.png 768w, https:\/\/ofgeomech.com\/ofg20\/wp-content\/uploads\/2021\/03\/Failure-Stress-Strength.png 1500w\" sizes=\"(max-width: 840px) 100vw, 840px\" \/><\/figure>\n\n\n\n<h4>Flow Sanding<\/h4>\n\n\n\n<div class=\"wp-block-columns\">\n<div class=\"wp-block-column\">\n<figure class=\"wp-block-table is-style-stripes\"><table class=\"has-fixed-layout\"><thead><tr><th class=\"has-text-align-left\" data-align=\"left\"><strong>Formation failure<\/strong><\/th><th class=\"has-text-align-left\" data-align=\"left\"><strong>Solids Flow<\/strong><\/th><th class=\"has-text-align-left\" data-align=\"left\">Solid<strong>s Handling<\/strong><\/th><\/tr><\/thead><tbody><tr><td class=\"has-text-align-left\" data-align=\"left\">Stress<br>(Orientation &amp; Magnitude)<\/td><td class=\"has-text-align-left\" data-align=\"left\">Flow Rate<\/td><td class=\"has-text-align-left\" data-align=\"left\">Downhole<\/td><\/tr><tr><td class=\"has-text-align-left\" data-align=\"left\">Pore Pressure<br>f(time)<\/td><td class=\"has-text-align-left\" data-align=\"left\">Fluid Type<br>f(viscosity)<\/td><td class=\"has-text-align-left\" data-align=\"left\">Wellhead<\/td><\/tr><tr><td class=\"has-text-align-left\" data-align=\"left\">Strength<br>f(time)<\/td><td class=\"has-text-align-left\" data-align=\"left\">Completion<\/td><td class=\"has-text-align-left\" data-align=\"left\">Separation<\/td><\/tr><tr><td class=\"has-text-align-left\" data-align=\"left\">Completion<\/td><td class=\"has-text-align-left\" data-align=\"left\">Well Design<br>f(size)<br>f(trajectory)<\/td><td class=\"has-text-align-left\" data-align=\"left\">Disposal<\/td><\/tr><\/tbody><\/table><\/figure>\n<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>Pore Pressure Prediction However, Pore Pressure plays a role in all&nbsp;geomechanical&nbsp;applications as the effective stresses (defined as total stress \u2013 pore pressure) controls deformation and failure of the rock. Pore pressure is a key parameter for Hydraulic Fracturing design&nbsp; State of the practice methodologies, Normal compaction trend &#8211; Eaton&#8217;s, Unloading- Bowers methods,&nbsp;&nbsp;depending on the overpressure &hellip; <a href=\"https:\/\/ofgeomech.com\/ofg20\/oilfield-geomechanics-services\/\" title=\"Geomechanics Services \u2013 Near-Wellbore\" class=\"read-more\">Read More<\/a><\/p>\n","protected":false},"author":1,"featured_media":23,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"templates\/template-page-with-sidebar.php","meta":{"_coblocks_attr":"","_coblocks_dimensions":"","_coblocks_responsive_height":"","_coblocks_accordion_ie_support":"","spay_email":""},"jetpack_shortlink":"https:\/\/wp.me\/Pdi5Yu-8","jetpack_sharing_enabled":true,"_links":{"self":[{"href":"https:\/\/ofgeomech.com\/ofg20\/wp-json\/wp\/v2\/pages\/8"}],"collection":[{"href":"https:\/\/ofgeomech.com\/ofg20\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/ofgeomech.com\/ofg20\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/ofgeomech.com\/ofg20\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/ofgeomech.com\/ofg20\/wp-json\/wp\/v2\/comments?post=8"}],"version-history":[{"count":0,"href":"https:\/\/ofgeomech.com\/ofg20\/wp-json\/wp\/v2\/pages\/8\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/ofgeomech.com\/ofg20\/wp-json\/wp\/v2\/media\/23"}],"wp:attachment":[{"href":"https:\/\/ofgeomech.com\/ofg20\/wp-json\/wp\/v2\/media?parent=8"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}