{"id":3523,"date":"2024-09-05T17:01:56","date_gmt":"2024-09-05T11:31:56","guid":{"rendered":"https:\/\/study.madeeasy.in\/?p=3523"},"modified":"2025-08-13T13:08:42","modified_gmt":"2025-08-13T07:38:42","slug":"earthen-dams","status":"publish","type":"post","link":"https:\/\/www.madeeasy.in\/study\/ce\/soil-mechanics-foundation-engineering\/earthen-dams","title":{"rendered":"Seepage Through Earthen Dams"},"content":{"rendered":"<p style=\"text-align: justify;\">Figure shows a typical section of an earthen dam. A typical flow net of seepage through its body is also shown in figure.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3524 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/earthen-dam.jpg\" alt=\" Earthen Dam\" width=\"465\" height=\"168\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/earthen-dam.jpg 465w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/earthen-dam-300x108.jpg 300w\" sizes=\"auto, (max-width: 465px) 100vw, 465px\" \/><\/p>\n<ul>\n<li>The top most flow line is called the line of seepage or phreatic line. Soil mass below the phreatic line is completely saturated whereas soil above is either capillary saturated or partially saturated.<\/li>\n<li>Pressure above and on the phreatic line is atmospheric and pressure below the phreatic line is hydrostatic.<\/li>\n<li>Phreatic line follows the path of base parabola.<\/li>\n<\/ul>\n<h2>Vertical Stress Isobar Diagram <img loading=\"lazy\" decoding=\"async\" class=\"alignright wp-image-3525 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/pressure-bulb.jpg\" alt=\"Pressure Bulb\" width=\"271\" height=\"245\" \/><\/h2>\n<ul>\n<li>Stress Isobar is a curve or contour joining the points of equal vertical pressure in the soil mass.<\/li>\n<li>Since the vertical stress on a given horizontal plane is the same in all directions at points located at equal radial distances from the axis of loading.<\/li>\n<li>This isobar is spatial curved surface and resembles a onion bulb in shape, hence it is also called pressure bulb.<\/li>\n<li>With the increasing of depth, vertical stress reduces. Hence, generally effect of vertical stress beyond the zone of 0.20 Q isobar is neglected.<\/li>\n<\/ul>\n<div id=\"ez-toc-container\" class=\"ez-toc-v2_0_79_1 ez-toc-wrap-left counter-hierarchy ez-toc-counter ez-toc-light-blue ez-toc-container-direction\">\n<div class=\"ez-toc-title-container\">\n<p class=\"ez-toc-title\" style=\"cursor:inherit\">Table of Contents<\/p>\n<span class=\"ez-toc-title-toggle\"><a href=\"#\" class=\"ez-toc-pull-right ez-toc-btn ez-toc-btn-xs ez-toc-btn-default ez-toc-toggle\" aria-label=\"Toggle Table of Content\"><span class=\"ez-toc-js-icon-con\"><span class=\"\"><span class=\"eztoc-hide\" style=\"display:none;\">Toggle<\/span><span class=\"ez-toc-icon-toggle-span\"><svg style=\"fill: #999;color:#999\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" class=\"list-377408\" width=\"20px\" height=\"20px\" viewBox=\"0 0 24 24\" fill=\"none\"><path d=\"M6 6H4v2h2V6zm14 0H8v2h12V6zM4 11h2v2H4v-2zm16 0H8v2h12v-2zM4 16h2v2H4v-2zm16 0H8v2h12v-2z\" fill=\"currentColor\"><\/path><\/svg><svg style=\"fill: #999;color:#999\" class=\"arrow-unsorted-368013\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" width=\"10px\" height=\"10px\" viewBox=\"0 0 24 24\" version=\"1.2\" baseProfile=\"tiny\"><path d=\"M18.2 9.3l-6.2-6.3-6.2 6.3c-.2.2-.3.4-.3.7s.1.5.3.7c.2.2.4.3.7.3h11c.3 0 .5-.1.7-.3.2-.2.3-.5.3-.7s-.1-.5-.3-.7zM5.8 14.7l6.2 6.3 6.2-6.3c.2-.2.3-.5.3-.7s-.1-.5-.3-.7c-.2-.2-.4-.3-.7-.3h-11c-.3 0-.5.1-.7.3-.2.2-.3.5-.3.7s.1.5.3.7z\"\/><\/svg><\/span><\/span><\/span><\/a><\/span><\/div>\n<nav><ul class='ez-toc-list ez-toc-list-level-1 ' ><li class='ez-toc-page-1 ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-1\" href=\"https:\/\/www.madeeasy.in\/study\/ce\/soil-mechanics-foundation-engineering\/earthen-dams\/#Vertical-Stress-Distribution-Diagram-on-Horizontal-Plane\" >Vertical Stress Distribution Diagram on Horizontal Plane<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-2\" href=\"https:\/\/www.madeeasy.in\/study\/ce\/soil-mechanics-foundation-engineering\/earthen-dams\/#Vertical-Stress-Distribution-Diagram-along-Vertical-Line\" >Vertical Stress Distribution Diagram along Vertical Line<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-3\" href=\"https:\/\/www.madeeasy.in\/study\/ce\/soil-mechanics-foundation-engineering\/earthen-dams\/#Assumptions-of-Westergaards-theory\" >Assumptions of Westergaard\u2019s theory<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-4\" href=\"https:\/\/www.madeeasy.in\/study\/ce\/soil-mechanics-foundation-engineering\/earthen-dams\/#COMPARISON-BETWEEN-BOUSSINESQ-AND-WESTERGAARD-THEORIES\" >COMPARISON BETWEEN BOUSSINESQ AND WESTERGAARD THEORIES<\/a><ul class='ez-toc-list-level-4' ><li class='ez-toc-heading-level-4'><a class=\"ez-toc-link ez-toc-heading-5\" href=\"https:\/\/www.madeeasy.in\/study\/ce\/soil-mechanics-foundation-engineering\/earthen-dams\/#Vertical-stresses-due-to-a-uniform-line-load\" >Vertical stresses due to a uniform line load<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-4'><a class=\"ez-toc-link ez-toc-heading-6\" href=\"https:\/\/www.madeeasy.in\/study\/ce\/soil-mechanics-foundation-engineering\/earthen-dams\/#Vertical-Stress-Distribution-below-Uniformly-Loaded-Circular-Area\" >Vertical Stress Distribution below Uniformly Loaded Circular Area<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-4'><a class=\"ez-toc-link ez-toc-heading-7\" href=\"https:\/\/www.madeeasy.in\/study\/ce\/soil-mechanics-foundation-engineering\/earthen-dams\/#Vertical-stress-due-to-strip-load\" >Vertical stress due to strip load<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-4'><a class=\"ez-toc-link ez-toc-heading-8\" href=\"https:\/\/www.madeeasy.in\/study\/ce\/soil-mechanics-foundation-engineering\/earthen-dams\/#Case-II-Point-P-not-below-the-center-of-strip\" >Case II: Point P not below the center of strip<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-4'><a class=\"ez-toc-link ez-toc-heading-9\" href=\"https:\/\/www.madeeasy.in\/study\/ce\/soil-mechanics-foundation-engineering\/earthen-dams\/#Newmarks-Influence-Chart-Method\" >Newmark\u2019s Influence Chart Method<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-4'><a class=\"ez-toc-link ez-toc-heading-10\" href=\"https:\/\/www.madeeasy.in\/study\/ce\/soil-mechanics-foundation-engineering\/earthen-dams\/#Trapezoidal-MethodLoad-Strip-Method\" >Trapezoidal Method\/Load Strip Method<\/a><\/li><\/ul><\/li><\/ul><\/nav><\/div>\n<h3><span class=\"ez-toc-section\" id=\"Vertical-Stress-Distribution-Diagram-on-Horizontal-Plane\"><\/span>Vertical Stress Distribution Diagram on Horizontal Plane<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<ul>\n<li>Vertical pressure distribution diagram on the horizontal plane at a constant depth of \u2018z\u2019 can be analyzed by using the vertical pressure given by Boussinesq theory.<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3526 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/horizontal-plane.jpg\" alt=\"Horizontal Plane \" width=\"502\" height=\"508\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/horizontal-plane.jpg 502w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/horizontal-plane-296x300.jpg 296w\" sizes=\"auto, (max-width: 502px) 100vw, 502px\" \/><\/p>\n<ul>\n<li>Vertical stress distribution diagram on a horizontal plane is bell-shaped; the maximum stress is just below the line of action of the concentrated load and stress decrease is asymptotic.<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3527 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/asymptotic.jpg\" alt=\"Asymptotic\" width=\"358\" height=\"234\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/asymptotic.jpg 358w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/asymptotic-300x196.jpg 300w\" sizes=\"auto, (max-width: 358px) 100vw, 358px\" \/><\/p>\n<h3><span class=\"ez-toc-section\" id=\"Vertical-Stress-Distribution-Diagram-along-Vertical-Line\"><\/span>Vertical Stress Distribution Diagram along Vertical Line<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<ul>\n<li>Vertical pressure on the vertical line first increases with increase in depth and reaches upto its maximum value and starts decreasing beyond it with further increase in depth.<\/li>\n<li>Maximum vertical pressure on vertical line occurs when the angle \u03b2 made by the polar ray attains a value of 39\u00b013\u203253.3\u2032\u2032 from the point\u00a0 load.<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3528 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/vertical-plane.jpg\" alt=\"Vertical Plane\" width=\"714\" height=\"466\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/vertical-plane.jpg 714w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/vertical-plane-300x196.jpg 300w\" sizes=\"auto, (max-width: 714px) 100vw, 714px\" \/><\/p>\n<h3><span class=\"ez-toc-section\" id=\"Assumptions-of-Westergaards-theory\"><\/span>Assumptions of Westergaard\u2019s theory<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<ol>\n<li>Medium is assumed to be homogeneous, semi-infinite, stratified, elastic and non-isotropic.<\/li>\n<li>Medium is assumed to be laterally reinforced with fibres of negligible thickness i.e., medium is considered to be rigid horizontally and elastic vertically. It means no lateral deformations but only vertical deformations takes place.<br \/>\n\u2022 Westergaard equation for vertical stress for a point load, for a Poisson\u2019s ratio value equal to zero is given by<\/li>\n<\/ol>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3529 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/westergaard-theory.jpg\" alt=\"Westergaard\u2019s theory\" width=\"474\" height=\"268\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/westergaard-theory.jpg 474w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/westergaard-theory-300x170.jpg 300w\" sizes=\"auto, (max-width: 474px) 100vw, 474px\" \/><\/p>\n<h3><span class=\"ez-toc-section\" id=\"COMPARISON-BETWEEN-BOUSSINESQ-AND-WESTERGAARD-THEORIES\"><\/span>COMPARISON BETWEEN BOUSSINESQ AND WESTERGAARD THEORIES<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3530 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/boussinesq-pressure.jpg\" alt=\"Boussinesq\u2019s Pressure\" width=\"599\" height=\"169\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/boussinesq-pressure.jpg 599w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/boussinesq-pressure-300x85.jpg 300w\" sizes=\"auto, (max-width: 599px) 100vw, 599px\" \/><\/p>\n<h4><span class=\"ez-toc-section\" id=\"Vertical-stresses-due-to-a-uniform-line-load\"><\/span>Vertical stresses due to a uniform line load<span class=\"ez-toc-section-end\"><\/span><\/h4>\n<ul>\n<li>The vertical stresses in a soil mass due to vertical line load can be obtained using Boussinesq\u2019s solution.<\/li>\n<li>If the line load of intensity q per unit length, parallel to y-axis on the surface of a semi infinite elastic medium, the vertical stress \u03c3z at a point O.<\/li>\n<li>Let us consider the load acting on a small element of length dy.<\/li>\n<li>The load can be taken as a point load of intensity qdy.<\/li>\n<li>Boussinesq\u2019s equation can be applied to determine the vertical stresses at P(x, y, z).<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3531 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/vertical-stresses.jpg\" alt=\"Vertical Stresses\" width=\"674\" height=\"492\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/vertical-stresses.jpg 674w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/vertical-stresses-300x219.jpg 300w\" sizes=\"auto, (max-width: 674px) 100vw, 674px\" \/><\/p>\n<h4><span class=\"ez-toc-section\" id=\"Vertical-Stress-Distribution-below-Uniformly-Loaded-Circular-Area\"><\/span>Vertical Stress Distribution below Uniformly Loaded Circular Area<span class=\"ez-toc-section-end\"><\/span><\/h4>\n<ul>\n<li>Consider a uniform load of intensity q acting over a circular area of radius R on the surface of a semi infinite soil mass.<\/li>\n<li>Boussineq\u2019s equation can be used to determine \u03c3<sub>z<\/sub>.<\/li>\n<li>The load on the elementary ring of radius R and width dr is equal to q (2\u03c0r) dr.<\/li>\n<li>The load acts as a constant radial distance r from the point P.<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3532 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/circular-area.jpg\" alt=\"Circular Area\" width=\"554\" height=\"479\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/circular-area.jpg 554w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/circular-area-300x259.jpg 300w\" sizes=\"auto, (max-width: 554px) 100vw, 554px\" \/><\/p>\n<ul>\n<li>From the above result it is observed that as \u03b8 = 90\u00b0, I = 1, i.e. for a very large uniformly loaded area in comparison to depth z, the vertical stress at a point P is approximately equal to q.<\/li>\n<\/ul>\n<h4><span class=\"ez-toc-section\" id=\"Vertical-stress-due-to-strip-load\"><\/span>Vertical stress due to strip load<span class=\"ez-toc-section-end\"><\/span><\/h4>\n<ul>\n<li>The expression for vertical stress at any point P under a strip load can be developed from the equation of line load.<\/li>\n<li>The expression will depend on whether the point P lies below the center of the strip load or not.<\/li>\n<\/ul>\n<p><strong>Case I: Point P below the center of the strip.<\/strong><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3533 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/intensity.jpg\" alt=\"Intensity\" width=\"688\" height=\"391\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/intensity.jpg 688w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/intensity-300x170.jpg 300w\" sizes=\"auto, (max-width: 688px) 100vw, 688px\" \/><\/p>\n<h4><span class=\"ez-toc-section\" id=\"Case-II-Point-P-not-below-the-center-of-strip\"><\/span>Case II: Point P not below the center of strip<span class=\"ez-toc-section-end\"><\/span><\/h4>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3534 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/strip.jpg\" alt=\"Strip\" width=\"577\" height=\"442\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/strip.jpg 577w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/strip-300x230.jpg 300w\" sizes=\"auto, (max-width: 577px) 100vw, 577px\" \/><\/p>\n<h4><span class=\"ez-toc-section\" id=\"Newmarks-Influence-Chart-Method\"><\/span>Newmark\u2019s Influence Chart Method<span class=\"ez-toc-section-end\"><\/span><\/h4>\n<ul>\n<li>In this method, soil is assumed to be homogenous, semi-infinite, elastic and isotropic.<\/li>\n<li>These charts are based on Boussinesq\u2019s equation so these charts are not applicable for stratified soils.<\/li>\n<li>The greatest advantage of this method is that it can be used for any shape of the loaded area.<\/li>\n<li>The influence chart consists of a number of concentric circles and radial lines which divides it into different area units where influence of each area unit at the centre of the chart is same and is referred as influence factor.<\/li>\n<li>Generally, 10 concentric circles and 20 radial lines are considered which divides it into 200 area units.<br \/>\nI = 1 \/ m x n<br \/>\nwhere m = No. of concentric circles, n = No. of radial lines<br \/>\nHere, I = 1 \/ 10 x 20 = 1 \/ 200<\/li>\n<li>In order to use the influence chart for the determination of vertical stresses at any point below a uniformly loaded area of any shape, the following steps are followed.<br \/>\n1. Draw the plan of the loaded area with a scale such that the depth z at which stress is being computed equals the length AB shown on the chart.<br \/>\n2. This plan of the loaded area is then kept on the influence chart such that point at which stress are required, coincides with the centre of the chart.<br \/>\n3. Count the number of area units covered by the plan area on the influence chart including the fractional ones.<\/li>\n<\/ul>\n<p>If I is influence factor, N<sub>A<\/sub> is Total No. of area units occupied,<br \/>\nthen, vertical stress is given by,<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3535 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/newmark-influence.jpg\" alt=\"Newmark Influence\" width=\"383\" height=\"456\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/newmark-influence.jpg 383w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/newmark-influence-252x300.jpg 252w\" sizes=\"auto, (max-width: 383px) 100vw, 383px\" \/><\/p>\n<h4><span class=\"ez-toc-section\" id=\"Trapezoidal-MethodLoad-Strip-Method\"><\/span>Trapezoidal Method\/Load Strip Method<span class=\"ez-toc-section-end\"><\/span><\/h4>\n<ul>\n<li>It involves assumption that the stresses get distributed uniformly on the areas the edges of which are obtained by taking the angle of distribution as 1 vertical to n horizontal.<\/li>\n<li>Generally, 2V : 1H spread is considered below the loaded area.<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3536 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/09\/strip-load.jpg\" alt=\"Strip Load\" width=\"408\" height=\"356\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/strip-load.jpg 408w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/09\/strip-load-300x262.jpg 300w\" sizes=\"auto, (max-width: 408px) 100vw, 408px\" \/><\/p>\n<p style=\"text-align: center;\"><a class=\"btn btn-danger\" role=\"button\" href=\"https:\/\/study.madeeasy.in\/ce\/soil-mechanics-foundation-engineering\/seepage-pressure\/\" target=\"_blank\" rel=\"noopener\">&lt;&lt; Previous<\/a> | <a class=\"btn btn-success\" role=\"button\" href=\"https:\/\/study.madeeasy.in\/ce\/soil-mechanics-foundation-engineering\/consolidation\/\" target=\"_blank\" rel=\"noopener\"> Next &gt;&gt;<\/a><br \/>\n<strong> Must Read: <\/strong> <a href=\"https:\/\/study.madeeasy.in\/ce\/soil-mechanics-and-foundation-engineering\/\" target=\"_blank\" rel=\"noopener\"><strong>Soil Mechanics and Foundation Engineering<\/strong><\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Figure shows a typical section of an earthen dam. A typical flow net of seepage through its body is also<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[957,2],"tags":[988,986,987,989],"class_list":["post-3523","post","type-post","status-publish","format-standard","hentry","category-soil-mechanics-foundation-engineering","category-ce","tag-asymptotic","tag-boussinesq-theory","tag-vertical-stress-distribution","tag-westergaards-theory"],"_links":{"self":[{"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/posts\/3523","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/comments?post=3523"}],"version-history":[{"count":0,"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/posts\/3523\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/media?parent=3523"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/categories?post=3523"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/tags?post=3523"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}