{"id":6975,"date":"2024-04-15T02:37:03","date_gmt":"2024-04-15T02:37:03","guid":{"rendered":"https:\/\/exam.pscnotes.com\/mcq\/?p=6975"},"modified":"2024-04-15T02:37:03","modified_gmt":"2024-04-15T02:37:03","slug":"coefficient-of-consolidation-for-clays-normally-a-decreases-with-increase-in-liquid-limit-b-increases-with-increase-in-liquid-limit-c-first-increases-and-then-decreases-with-increase-in-liquid-limi","status":"publish","type":"post","link":"https:\/\/exam.pscnotes.com\/mcq\/coefficient-of-consolidation-for-clays-normally-a-decreases-with-increase-in-liquid-limit-b-increases-with-increase-in-liquid-limit-c-first-increases-and-then-decreases-with-increase-in-liquid-limi\/","title":{"rendered":"Coefficient of consolidation for clays normally A. decreases with increase in liquid limit B. increases with increase in liquid limit C. first increases and then decreases with increase in liquid limit D. remains constant at all liquid limits"},"content":{"rendered":"<p>\r\n    <!-- Check if it's an AMP page -->\r\n            <!-- Non-AMP version -->\r\n        <div class=\"mcq-container\" data-quiz-id=\"quizState_6a9928a2032b3\">\r\n                                            <div class=\"option\" data-option-key=\"option1\" data-is-correct=\"true\">\r\n                    decreases with increase in liquid limit                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option2\" data-is-correct=\"false\">\r\n                    increases with increase in liquid limit                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option3\" data-is-correct=\"false\">\r\n                    first increases and then decreases with increase in liquid limit                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option4\" data-is-correct=\"false\">\r\n                    remains constant at all liquid limits                <\/div>\r\n                            \r\n            <!-- Feedback messages for non-AMP -->\r\n            <div class=\"feedback\" data-feedback=\"wrong\">Answer is Right!<\/div>\r\n            <div class=\"feedback\" data-feedback=\"right\">Answer is Wrong!<\/div>\r\n        <\/div>\r\n\r\n        <script>\r\n        document.addEventListener('DOMContentLoaded', function () {\r\n            var containers = document.querySelectorAll('.mcq-container');\r\n\r\n            containers.forEach(function(container) {\r\n                var options = container.querySelectorAll('.option');\r\n                var feedbackSelect = container.querySelector('[data-feedback=\"select\"]');\r\n                var feedbackWrong = container.querySelector('[data-feedback=\"wrong\"]');\r\n                var feedbackRight = container.querySelector('[data-feedback=\"right\"]');\r\n\r\n                options.forEach(function(option) {\r\n                    option.addEventListener('click', function() {\r\n                        var selectedOption = option.getAttribute('data-option-key');\r\n                        var isCorrect = option.getAttribute('data-is-correct') === 'true';\r\n\r\n                        \/\/ Remove previous selections\r\n                        options.forEach(function(opt) {\r\n                            opt.classList.remove('correct', 'incorrect');\r\n                        });\r\n\r\n                        \/\/ Add the correct\/incorrect class\r\n                        if (isCorrect) {\r\n                            option.classList.add('correct');\r\n                            feedbackRight.hidden = false;\r\n                            feedbackWrong.hidden = true;\r\n                        } else {\r\n                            option.classList.add('incorrect');\r\n                            feedbackRight.hidden = true;\r\n                            feedbackWrong.hidden = false;\r\n                        }\r\n\r\n                        \/\/ Hide select feedback\r\n                        feedbackSelect.hidden = true;\r\n                    });\r\n                });\r\n            });\r\n        });\r\n        <\/script>\r\n    \r\n    <!--more--><\/p>\n<p>The correct answer is A. decreases with increase in liquid limit.<\/p>\n<p>The coefficient of consolidation is a measure of how quickly a soil consolidates, or compresses, under load. It is a function of the soil&#8217;s permeability and the effective stress. The effective stress is the difference between the total stress and the pore water pressure.<\/p>\n<p>The liquid limit is a measure of the soil&#8217;s plasticity. It is the water content at which the soil changes from a solid to a liquid state. Clays with a high liquid limit are more plastic and have a lower coefficient of consolidation than clays with a low liquid limit.<\/p>\n<p>This is because clays with a high liquid limit have a higher water content and a lower effective stress. The higher water content makes it more difficult for the soil to consolidate, and the lower effective stress means that the soil is not as strongly compacted.<\/p>\n<p>As the liquid limit increases, the soil becomes more plastic and has a lower coefficient of consolidation. This means that it takes longer for the soil to consolidate under <div class=\"youtube-subscribe-container\">\r\n        <a href=\"https:\/\/www.youtube.com\/channel\/UCNHT8lW-JmLC68rjBfZhdkg?sub_confirmation=1\" target=\"_blank\" class=\"youtube-subscribe-button\">\r\n            <span class=\"youtube-icon\">\r\n                <svg xmlns=\"http:\/\/www.w3.org\/2000\/svg\" viewBox=\"0 0 576 512\">\r\n                    <path d=\"M549.7 124.1c-6.3-23.7-24.8-42.3-48.3-48.6C458.8 64 288 64 288 64S117.2 64 74.6 75.5c-23.5 6.3-42 24.9-48.3 48.6-11.4 42.9-11.4 132.3-11.4 132.3s0 89.4 11.4 132.3c6.3 23.7 24.8 41.5 48.3 47.8C117.2 448 288 448 288 448s170.8 0 213.4-11.5c23.5-6.3 42-24.2 48.3-47.8 11.4-42.9 11.4-132.3 11.4-132.3s0-89.4-11.4-132.3zm-317.5 213.5V175.2l142.7 81.2-142.7 81.2z\"\/>\r\n                <\/svg>\r\n            <\/span>\r\n            Subscribe on YouTube\r\n       <div class=\"telegram-channel-container\">\r\n        <a href=\"https:\/\/t.me\/pscnotes2025\" target=\"_blank\" class=\"telegram-channel-button\">\r\n            <span class=\"telegram-icon\">\r\n                <svg xmlns=\"http:\/\/www.w3.org\/2000\/svg\" viewBox=\"0 0 496 512\">\r\n                    <path fill=\"white\" d=\"M248,8C111,8,0,119,0,256s111,248,248,248s248-111,248-248S385,8,248,8z M362,177L320,367c-3,14-10,18-20,14l-56-41l-27,26 c-3,3-5,5-10,5l4-63L323,196c5-5-1-7-8-3l-98,62l-42-13c-9-3-10-9,2-14l162-63C351,160,365,164,362,177z\"\/>\r\n                <\/svg>\r\n            <\/span>\r\n            Join Our Telegram Channel\r\n        <\/a>\r\n    <\/div>  <\/a>\r\n    <\/div> load.<\/p>\n<p>The coefficient of consolidation is an important parameter in geotechnical engineering. It is used to calculate the settlement of foundations and other structures.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Join Our Telegram Channel Subscribe on YouTube<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[646],"tags":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v22.2 (Yoast SEO v23.3) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Coefficient of consolidation for clays normally A. decreases with increase in liquid limit B. increases with increase in liquid limit C. first increases and then decreases with increase in liquid limit D. remains constant at all liquid limits<\/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:\/\/exam.pscnotes.com\/mcq\/coefficient-of-consolidation-for-clays-normally-a-decreases-with-increase-in-liquid-limit-b-increases-with-increase-in-liquid-limit-c-first-increases-and-then-decreases-with-increase-in-liquid-limi\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Coefficient of consolidation for clays normally A. decreases with increase in liquid limit B. increases with increase in liquid limit C. first increases and then decreases with increase in liquid limit D. remains constant at all liquid limits\" \/>\n<meta property=\"og:description\" content=\"Join Our Telegram Channel Subscribe on YouTube\" \/>\n<meta property=\"og:url\" content=\"https:\/\/exam.pscnotes.com\/mcq\/coefficient-of-consolidation-for-clays-normally-a-decreases-with-increase-in-liquid-limit-b-increases-with-increase-in-liquid-limit-c-first-increases-and-then-decreases-with-increase-in-liquid-limi\/\" \/>\n<meta property=\"og:site_name\" content=\"MCQ and Quiz for Exams\" \/>\n<meta property=\"article:published_time\" content=\"2024-04-15T02:37:03+00:00\" \/>\n<meta name=\"author\" content=\"rawan239\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Written by\" \/>\n\t<meta name=\"twitter:data1\" content=\"rawan239\" \/>\n\t<meta name=\"twitter:label2\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data2\" content=\"1 minute\" \/>\n<!-- \/ Yoast SEO Premium plugin. -->","yoast_head_json":{"title":"Coefficient of consolidation for clays normally A. decreases with increase in liquid limit B. increases with increase in liquid limit C. first increases and then decreases with increase in liquid limit D. remains constant at all liquid limits","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:\/\/exam.pscnotes.com\/mcq\/coefficient-of-consolidation-for-clays-normally-a-decreases-with-increase-in-liquid-limit-b-increases-with-increase-in-liquid-limit-c-first-increases-and-then-decreases-with-increase-in-liquid-limi\/","og_locale":"en_US","og_type":"article","og_title":"Coefficient of consolidation for clays normally A. decreases with increase in liquid limit B. increases with increase in liquid limit C. first increases and then decreases with increase in liquid limit D. remains constant at all liquid limits","og_description":"Join Our Telegram Channel Subscribe on YouTube","og_url":"https:\/\/exam.pscnotes.com\/mcq\/coefficient-of-consolidation-for-clays-normally-a-decreases-with-increase-in-liquid-limit-b-increases-with-increase-in-liquid-limit-c-first-increases-and-then-decreases-with-increase-in-liquid-limi\/","og_site_name":"MCQ and Quiz for Exams","article_published_time":"2024-04-15T02:37:03+00:00","author":"rawan239","twitter_card":"summary_large_image","twitter_misc":{"Written by":"rawan239","Est. reading time":"1 minute"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/exam.pscnotes.com\/mcq\/coefficient-of-consolidation-for-clays-normally-a-decreases-with-increase-in-liquid-limit-b-increases-with-increase-in-liquid-limit-c-first-increases-and-then-decreases-with-increase-in-liquid-limi\/","url":"https:\/\/exam.pscnotes.com\/mcq\/coefficient-of-consolidation-for-clays-normally-a-decreases-with-increase-in-liquid-limit-b-increases-with-increase-in-liquid-limit-c-first-increases-and-then-decreases-with-increase-in-liquid-limi\/","name":"Coefficient of consolidation for clays normally A. decreases with increase in liquid limit B. increases with increase in liquid limit C. first increases and then decreases with increase in liquid limit D. remains constant at all liquid limits","isPartOf":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/#website"},"datePublished":"2024-04-15T02:37:03+00:00","dateModified":"2024-04-15T02:37:03+00:00","author":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/#\/schema\/person\/5807dafeb27d2ec82344d6cbd6c3d209"},"breadcrumb":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/coefficient-of-consolidation-for-clays-normally-a-decreases-with-increase-in-liquid-limit-b-increases-with-increase-in-liquid-limit-c-first-increases-and-then-decreases-with-increase-in-liquid-limi\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/exam.pscnotes.com\/mcq\/coefficient-of-consolidation-for-clays-normally-a-decreases-with-increase-in-liquid-limit-b-increases-with-increase-in-liquid-limit-c-first-increases-and-then-decreases-with-increase-in-liquid-limi\/"]}]},{"@type":"BreadcrumbList","@id":"https:\/\/exam.pscnotes.com\/mcq\/coefficient-of-consolidation-for-clays-normally-a-decreases-with-increase-in-liquid-limit-b-increases-with-increase-in-liquid-limit-c-first-increases-and-then-decreases-with-increase-in-liquid-limi\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/exam.pscnotes.com\/mcq\/"},{"@type":"ListItem","position":2,"name":"mcq","item":"https:\/\/exam.pscnotes.com\/mcq\/category\/mcq\/"},{"@type":"ListItem","position":3,"name":"Civil engineering","item":"https:\/\/exam.pscnotes.com\/mcq\/category\/mcq\/civil-engineering\/"},{"@type":"ListItem","position":4,"name":"Soil mechanics and foundation","item":"https:\/\/exam.pscnotes.com\/mcq\/category\/mcq\/civil-engineering\/soil-mechanics-and-foundation\/"},{"@type":"ListItem","position":5,"name":"Coefficient of consolidation for clays normally A. decreases with increase in liquid limit B. increases with increase in liquid limit C. first increases and then decreases with increase in liquid limit D. remains constant at all liquid limits"}]},{"@type":"WebSite","@id":"https:\/\/exam.pscnotes.com\/mcq\/#website","url":"https:\/\/exam.pscnotes.com\/mcq\/","name":"MCQ and Quiz for Exams","description":"","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/exam.pscnotes.com\/mcq\/?s={search_term_string}"},"query-input":"required name=search_term_string"}],"inLanguage":"en-US"},{"@type":"Person","@id":"https:\/\/exam.pscnotes.com\/mcq\/#\/schema\/person\/5807dafeb27d2ec82344d6cbd6c3d209","name":"rawan239","image":{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/exam.pscnotes.com\/mcq\/#\/schema\/person\/image\/","url":"https:\/\/secure.gravatar.com\/avatar\/d97f17072bfa490596c8f78363955d55?s=96&d=mm&r=g","contentUrl":"https:\/\/secure.gravatar.com\/avatar\/d97f17072bfa490596c8f78363955d55?s=96&d=mm&r=g","caption":"rawan239"},"sameAs":["https:\/\/exam.pscnotes.com"],"url":"https:\/\/exam.pscnotes.com\/mcq\/author\/rawan239\/"}]}},"amp_enabled":true,"_links":{"self":[{"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/posts\/6975"}],"collection":[{"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/comments?post=6975"}],"version-history":[{"count":0,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/posts\/6975\/revisions"}],"wp:attachment":[{"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/media?parent=6975"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/categories?post=6975"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/tags?post=6975"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}