{"id":25485661,"date":"2021-09-18T07:15:11","date_gmt":"2021-09-18T01:45:11","guid":{"rendered":"https:\/\/entri.app\/blog\/?p=25485661"},"modified":"2021-10-28T09:58:00","modified_gmt":"2021-10-28T04:28:00","slug":"gate-civil-engineering-mock-test","status":"publish","type":"post","link":"https:\/\/entri.app\/blog\/gate-civil-engineering-mock-test\/","title":{"rendered":"GATE 2022 Civil Engineering Mock Test"},"content":{"rendered":"<div id=\"ez-toc-container\" class=\"ez-toc-v2_0_79_2 counter-hierarchy ez-toc-counter ez-toc-custom ez-toc-container-direction\">\n<p class=\"ez-toc-title\" style=\"cursor:inherit\">Table of Contents<\/p>\n<label for=\"ez-toc-cssicon-toggle-item-69ea2d39a3e47\" class=\"ez-toc-cssicon-toggle-label\"><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><\/label><input type=\"checkbox\"  id=\"ez-toc-cssicon-toggle-item-69ea2d39a3e47\"  aria-label=\"Toggle\" \/><nav><ul class='ez-toc-list ez-toc-list-level-1 ' ><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-1\" href=\"https:\/\/entri.app\/blog\/gate-civil-engineering-mock-test\/#GATE_2022_Civil_Engineering_Mock_Test\" >GATE 2022 Civil Engineering Mock Test<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-2\" href=\"https:\/\/entri.app\/blog\/gate-civil-engineering-mock-test\/#GATE_2022_Civil_Engineering_Test_Series\" >GATE 2022 Civil Engineering Test Series<\/a><\/li><\/ul><\/nav><\/div>\n<p><span style=\"font-weight: 400;\">Tens of thousands of Civil Engineering graduates attend the GATE exam in CE in order to pursue their dreams. The Graduate aptitude Exam in Engineering is one of the most important of all the entrance examinations conducted in the country. As the GATE exam is conducted on an All India basis year after year by any one of the seven Indian Institutes of Technology or the Indian Institute of Sciences, the conducting body holds the authority. As for GATE 2022, the examination will be held tentatively in February by IIT Kharagpur at various examination centres. As the early birds have already started the exam preparations, here is a quick GATE 2022 Civil Engineering Mock Test to boost up the process. Check out the complete article for more details.<\/span><\/p>\n<p style=\"text-align: center;\"><a href=\"https:\/\/entri.sng.link\/Bcofz\/qjex\/dl76\" target=\"_blank\" rel=\"noopener\"><strong>Ace your GATE CE Exam with Entri! Start Today!<\/strong><\/a><\/p>\n<h2><span class=\"ez-toc-section\" id=\"GATE_2022_Civil_Engineering_Mock_Test\"><\/span><strong>GATE 2022 Civil Engineering Mock Test<\/strong><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<p><span style=\"font-weight: 400;\">The Ministry of Human Resource Development conducts the Graduate Aptitude Test in Engineering (GATE) for those engineers who wish to take up post graduation or aim for a job in any PSU. This year, the Indian Institute of Technology, Kharagpur will host the GATE across the nation. As the first step, the conducting institute has already released the online registration from September 02, 2021. As per the information available at present the GATE 2022 will be held at different exam centers on <\/span><span style=\"font-weight: 400;\">February 5, 6, 12, and 13. So, the aspirants must start the preparation for the examination now itself and start considering it seriously. GATE 2022 will not be an easier nut to crack if the preparation is not done accurately. So, it is always wise to resort to mock tests during the preparation. In this article, we will give a GATE 2022 CE Free Test Series to our readers!<\/span><\/p>\n<p style=\"text-align: center;\"><a href=\"https:\/\/entri.sng.link\/Bcofz\/qjex\/dl76\" target=\"_blank\" rel=\"noopener\"><strong>Get live classes to simplify your GATE CE preparation! Download Entri Today!<\/strong><\/a><\/p>\n<h2><span class=\"ez-toc-section\" id=\"GATE_2022_Civil_Engineering_Test_Series\"><\/span><strong>GATE 2022 Civil Engineering Test Series<\/strong><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<p><span style=\"font-weight: 400;\">Mock tests make an integral part of any competitive eczema preparation. Currently, the situation is such that if you do not take up a sufficient number of mock tests, your preparation for the examination is not going to be completed. So, in this article, we will give our readers an access to GATE 2022 CE Free Test Series. Check it out here!<\/span><\/p>\n<h3><strong>GATE 2022 Civil Engineering Online Test Series<\/strong><\/h3>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">Maximum size of a fillet weld for a plate of square edge is<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">1.5 mm less than the thickness of the plate<\/span><\/li>\n<li><span style=\"font-weight: 400;\">one half of the thickness of the plate<\/span><\/li>\n<li><span style=\"font-weight: 400;\">thickness of the plate itself<\/span><\/li>\n<li><span style=\"font-weight: 400;\">1.5 mm more than the thickness of the plate<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">On sag (or valley) curves the available sight distance is determined based on :<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">design speed<\/span><\/li>\n<li><span style=\"font-weight: 400;\">height of obstacle<\/span><\/li>\n<li><span style=\"font-weight: 400;\">height of driver eye<\/span><\/li>\n<li><span style=\"font-weight: 400;\">night-time driving conditions<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">The span to depth ratio limit is specified in IS : 456-1978 for the reinforced concrete beams, in order to ensure that the<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">tensile crack width is below a limit<\/span><\/li>\n<li><span style=\"font-weight: 400;\">shear failure is avoided<\/span><\/li>\n<li><span style=\"font-weight: 400;\">stress in the tension reinforcement is less than the allowable value<\/span><\/li>\n<li><span style=\"font-weight: 400;\">deflection of the beam is below a limiting value<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">Some of the structural strength of a clayey material that is lost by remoulding is slowly recovered with time. This property of soils to undergo an isothermal gel-to-soil-to-gel transformation upon agitation and subsequent rest is termed :<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">Isotropy<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Anisotropy<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Thixotropy<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Allotropy<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">Is 459-1978 recommends to provide certain minimum steel in a RCC beam<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">to ensure compression failure<\/span><\/li>\n<li><span style=\"font-weight: 400;\">to avoid rupture of steel in case a flexural failure occurs<\/span><\/li>\n<li><span style=\"font-weight: 400;\">to hold the stirrup steel in position<\/span><\/li>\n<li><span style=\"font-weight: 400;\">to provide enough ductility to the beam<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">A hydraulic turbine has a discharge of 5 m3\/s, when operating under a head of 20 m with a speed of 500 rpm. If it is to operate under a head of 15 m, for the same discharge, the rotational speed in rpm will approximately be<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">433<\/span><\/li>\n<li><span style=\"font-weight: 400;\">403<\/span><\/li>\n<li><span style=\"font-weight: 400;\">627<\/span><\/li>\n<li><span style=\"font-weight: 400;\">388<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">A hydraulic turbine develops a power of 104 metric horse power while running at a speed of 100 revolutions per minute, under a head of 40 m. Its specific speed is nearest to one of the following :<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">100<\/span><\/li>\n<li><span style=\"font-weight: 400;\">628<\/span><\/li>\n<li><span style=\"font-weight: 400;\">523<\/span><\/li>\n<li><span style=\"font-weight: 400;\">314<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">Principle involved in the relationship between submerged unit weight and saturated weight of a soil is based on<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">Equilibrium of floating bodies<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Archimedes&#8217; principle<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Stokes&#8217; law<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Darcy&#8217;s law<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">Lysimeter and Tensiometer are used to measure respectively, one of the following groups of quantities :<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">Capillary potential and permeability<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Evapotranspiration and capillary potential<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Velocity in channels and vapour pressure<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Velocity in pipes and pressure head<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">The modulus of subgrade reaction is obtained from the plate bearing test in the form of load-deformation curve. The pressure corresponding to the following settlement value should be used for computing modulus of subgrade reaction<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">0.375 cm<\/span><\/li>\n<li><span style=\"font-weight: 400;\">0.175 cm<\/span><\/li>\n<li><span style=\"font-weight: 400;\">0.125 cm<\/span><\/li>\n<li><span style=\"font-weight: 400;\">0.250 cm<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">The characteristic strength of concrete is defined as that compressive strength below which not more than<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">10% of results fall<\/span><\/li>\n<li><span style=\"font-weight: 400;\">5% of results fall<\/span><\/li>\n<li><span style=\"font-weight: 400;\">2% of results fall<\/span><\/li>\n<li><span style=\"font-weight: 400;\">None of the above.<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">Consolidation in soils<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">is a function of the effective stress<\/span><\/li>\n<li><span style=\"font-weight: 400;\">does not depend on the present stress<\/span><\/li>\n<li><span style=\"font-weight: 400;\">is a function of the pore water pressure<\/span><\/li>\n<li><span style=\"font-weight: 400;\">is a function of the total stress<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">A reinforced concrete column contains longitudinal steel equal to 1 percent of net cross-sectional area of the column. Assume modular ratio as 10. The loads carried (using the elastic theory) by the longitudinal steel and the net area of concrete, are Ps and Pc respectively. The ratio Ps\/Pc expressed as percent is<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">0.1<\/span><\/li>\n<li><span style=\"font-weight: 400;\">1<\/span><\/li>\n<li><span style=\"font-weight: 400;\">1.1<\/span><\/li>\n<li><span style=\"font-weight: 400;\">10<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">A steady discharge of 1 cumec flows uniformly in a rectangular channel 1 m wide at a depth of 250 mm. The slope of the channel bed is :<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">adverse<\/span><\/li>\n<li><span style=\"font-weight: 400;\">steep<\/span><\/li>\n<li><span style=\"font-weight: 400;\">critical<\/span><\/li>\n<li><span style=\"font-weight: 400;\">mild<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">Flexible pavements derive stability primarily from :<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">aggregate interlock, particle friction and cohesion<\/span><\/li>\n<li><span style=\"font-weight: 400;\">cohesion alone<\/span><\/li>\n<li><span style=\"font-weight: 400;\">the binding power of bituminous materials<\/span><\/li>\n<li><span style=\"font-weight: 400;\">the flexural strength of the surface course<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">The microbial quality of treated piped water supplies is monitored by<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">Microscopic examination<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Plate count of heterotrophic bacteria<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Coliform MPN test<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Identification of all pathogens<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">The cylinder strength of the concrete is less than the cube strength because of<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">the difference in the shape of the cross section of the specimens<\/span><\/li>\n<li><span style=\"font-weight: 400;\">the difference in the slenderness ratio of the specimens<\/span><\/li>\n<li><span style=\"font-weight: 400;\">the friction between the concrete specimens and the steel plate of the testing machine<\/span><\/li>\n<li><span style=\"font-weight: 400;\">the cubes are tested without capping but the cylinders are tested with capping<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">A single rapid test to determine the pollution status of river water is :<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">biochemical oxygen demand<\/span><\/li>\n<li><span style=\"font-weight: 400;\">chemical oxygen demand<\/span><\/li>\n<li><span style=\"font-weight: 400;\">total organic solids<\/span><\/li>\n<li><span style=\"font-weight: 400;\">dissolved oxygen<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">The drop manholes are provided in a sewerage system when there is<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">change in alignment of sewer line<\/span><\/li>\n<li><span style=\"font-weight: 400;\">change in size of sewers<\/span><\/li>\n<li><span style=\"font-weight: 400;\">change in the elevation of ground level<\/span><\/li>\n<li><span style=\"font-weight: 400;\">change from gravity system to pressure system<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">The percentage error in the computed discharge over a triangular notch corresponding to an error of 1% in the measurement of the head over the notch, would be<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">1.0<\/span><\/li>\n<li><span style=\"font-weight: 400;\">1.5<\/span><\/li>\n<li><span style=\"font-weight: 400;\">2.0<\/span><\/li>\n<li><span style=\"font-weight: 400;\">2.5<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">Un-factored maximum bending moments at a section of a reinforced concrete beam resulting from a frame analysis are 50, 80, 120 and 180 kNm under dead, live, wind and earthquake loads respectively. The design moment (kNm) as per IS: 456-2000 for the limit state of collapse (flexure) is<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">195<\/span><\/li>\n<li><span style=\"font-weight: 400;\">250<\/span><\/li>\n<li><span style=\"font-weight: 400;\">345<\/span><\/li>\n<li><span style=\"font-weight: 400;\">372\u00a0\u00a0<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">In a reinforced concrete beam-column, the increase in the flexural strength along with the increase in the axial strength occurs<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">beyond the elastic limit of the material<\/span><\/li>\n<li><span style=\"font-weight: 400;\">when the yield of the tension reinforcement governs the strength<\/span><\/li>\n<li><span style=\"font-weight: 400;\">when the crushing of the concrete in the compression zone governs the strength<\/span><\/li>\n<li><span style=\"font-weight: 400;\">never<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">The basic assumption of plane sections normal to the neutral axis before bending, remaining plane and normal to the neutral axis after bending, leads to :<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">uniform strain over the beam cross section<\/span><\/li>\n<li><span style=\"font-weight: 400;\">uniform stress over the cross section<\/span><\/li>\n<li><span style=\"font-weight: 400;\">linearly varying strain over the cross section<\/span><\/li>\n<li><span style=\"font-weight: 400;\">stresses which are proportional to strains at all cross sections<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">Both Reynolds and Froude numbers assume significance in one of following examples :<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">Motion of submarine at large depths<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Motion of ship in deep seas<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Cruising of a missile in air<\/span><\/li>\n<li><span style=\"font-weight: 400;\">Flow over spillways<\/span><\/li>\n<\/ol>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400;\">At highway stretches where the required overtaking sight distance cannot be provided, it is necessary to incorporate :<\/span><\/li>\n<\/ul>\n<ol>\n<li><span style=\"font-weight: 400;\">at least twice the stopping sight distance<\/span><\/li>\n<li><span style=\"font-weight: 400;\">half the required overtaking sight distance<\/span><\/li>\n<li><span style=\"font-weight: 400;\">one-third the required overtaking sight distance<\/span><\/li>\n<li><span style=\"font-weight: 400;\">three times the stopping sight distance<\/span><\/li>\n<\/ol>\n<p style=\"text-align: center;\"><a href=\"https:\/\/entri.sng.link\/Bcofz\/qjex\/dl76\" target=\"_blank\" rel=\"noopener\"><strong>Click here to get the answers of the above test! Hurry up!<\/strong><\/a><\/p>\n<p>Keep learning with us to ace your GATE 2022 Civil Engineering Examination. Evaluate yourselves continuously with mock tests, practice sets , daily quizzes and previous year question papers. Do not forget that Mock test pave way to your success in GATE! Good Luck every one!<\/p>\n<p style=\"text-align: center;\"><a href=\"https:\/\/entri.sng.link\/Bcofz\/qjex\/dl76\" target=\"_blank\" rel=\"noopener\"><strong>Click here to get the latest updates about GATE 2022 Exam!!<\/strong><\/a><\/p>\n<table dir=\"ltr\" border=\"1\" cellspacing=\"0\" cellpadding=\"0\">\n<colgroup>\n<col width=\"259\" \/>\n<col width=\"298\" \/><\/colgroup>\n<tbody>\n<tr>\n<td colspan=\"2\" rowspan=\"1\" data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Exam Information Links&quot;}\"><em><strong>GATE CE Exam Information Links<\/strong><\/em><\/td>\n<\/tr>\n<tr>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Notification&quot;}\">GATE CE Notification<\/td>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Mock Test&quot;}\" data-sheets-hyperlink=\"https:\/\/entri.app\/blog\/gate-civil-engineering-mock-test\/\"><a class=\"in-cell-link\" href=\"https:\/\/entri.app\/blog\/gate-civil-engineering-answer-key\/\" target=\"_blank\" rel=\"noopener\">GATE CE Answer key<\/a><\/td>\n<\/tr>\n<tr>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Syllabus&quot;}\" data-sheets-hyperlink=\"https:\/\/entri.app\/blog\/gate-syllabus-for-civil-engineering\/\"><a class=\"in-cell-link\" href=\"https:\/\/entri.app\/blog\/gate-syllabus-for-civil-engineering\/\" target=\"_blank\" rel=\"noopener\">GATE CE Syllabus<\/a><\/td>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Video Course&quot;}\">GATE CE Video Course<\/td>\n<\/tr>\n<tr>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Exam date&quot;}\">GATE CE Exam date<\/td>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Study Materials&quot;}\" data-sheets-hyperlink=\"https:\/\/entri.app\/blog\/gate-civil-engineering-study-material\/\"><a class=\"in-cell-link\" href=\"https:\/\/entri.app\/blog\/gate-civil-engineering-study-material\/\" target=\"_blank\" rel=\"noopener\">GATE CE Study Materials<\/a><\/td>\n<\/tr>\n<tr>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Application Form&quot;}\">GATE CE Application Form<\/td>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Interview Questions&quot;}\">GATE CE Interview Questions<\/td>\n<\/tr>\n<tr>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Vacancy&quot;}\">GATE CE Vacancy<\/td>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Job Profile&quot;}\">GATE CE Job Profile<\/td>\n<\/tr>\n<tr>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Admit Card&quot;}\">GATE CE Admit Card<\/td>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Salary&quot;}\">GATE CE Salary<\/td>\n<\/tr>\n<tr>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Study Plan&quot;}\" data-sheets-hyperlink=\"https:\/\/entri.app\/blog\/gate-civil-engineering-study-plan\/\"><a class=\"in-cell-link\" href=\"https:\/\/entri.app\/blog\/gate-civil-engineering-study-plan\/\" target=\"_blank\" rel=\"noopener\">GATE CE Study Plan<\/a><\/td>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Preparation Tips and Tricks&quot;}\" data-sheets-hyperlink=\"https:\/\/entri.app\/blog\/gate-civil-engineering-preparation\/\"><a class=\"in-cell-link\" href=\"https:\/\/entri.app\/blog\/gate-civil-engineering-preparation\/\" target=\"_blank\" rel=\"noopener\">GATE CE Preparation Tips and Tricks<\/a><\/td>\n<\/tr>\n<tr>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Previous Question Papers&quot;}\" data-sheets-hyperlink=\"https:\/\/entri.app\/blog\/gate-civil-engineering-previous-question-papers\/\"><a class=\"in-cell-link\" href=\"https:\/\/entri.app\/blog\/gate-civil-engineering-previous-question-papers\/\" target=\"_blank\" rel=\"noopener\">GATE CE Previous Question Papers<\/a><\/td>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Result&quot;}\">GATE CE Result<\/td>\n<\/tr>\n<tr>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Best Books&quot;}\" data-sheets-hyperlink=\"https:\/\/entri.app\/blog\/best-books-for-gate-civil-engineering\/\"><a class=\"in-cell-link\" href=\"https:\/\/entri.app\/blog\/best-books-for-gate-civil-engineering\/\" target=\"_blank\" rel=\"noopener\">GATE CE Best Books<\/a><\/td>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Cutoff&quot;}\" data-sheets-hyperlink=\"https:\/\/entri.app\/blog\/gate-civil-engineering-cut-off\/\"><a class=\"in-cell-link\" href=\"https:\/\/entri.app\/blog\/gate-civil-engineering-cut-off\/\" target=\"_blank\" rel=\"noopener\">GATE CE Cutoff<\/a><\/td>\n<\/tr>\n<tr>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Eligibility Criteria&quot;}\">GATE CE Eligibility Criteria<\/td>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Exam Analysis&quot;}\">GATE CE Exam Analysis<\/td>\n<\/tr>\n<tr>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Selection Process&quot;}\">GATE CE Selection Process<\/td>\n<td data-sheets-value=\"{&quot;1&quot;:2,&quot;2&quot;:&quot;GATE CE Answer key&quot;}\" data-sheets-hyperlink=\"https:\/\/entri.app\/blog\/gate-civil-engineering-answer-key\/\"><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p>Tens of thousands of Civil Engineering graduates attend the GATE exam in CE in order to pursue their dreams. The Graduate aptitude Exam in Engineering is one of the most important of all the entrance examinations conducted in the country. As the GATE exam is conducted on an All India basis year after year by [&hellip;]<\/p>\n","protected":false},"author":63,"featured_media":25485662,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[802,1845,1884],"tags":[],"class_list":["post-25485661","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-articles","category-engineering","category-gate"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.6 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>GATE 2022 Civil Engineering Mock Test - Entri Blog<\/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:\/\/entri.app\/blog\/gate-civil-engineering-mock-test\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"GATE 2022 Civil Engineering Mock Test - Entri Blog\" \/>\n<meta property=\"og:description\" content=\"Tens of thousands of Civil Engineering graduates attend the GATE exam in CE in order to pursue their dreams. 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