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โšก Graduate Aptitude Test in Engineering

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Master high-yield GATE Civil Engineering topics with Previous Year Questions, Daily Practice, Question Khazana (30-Year PYQs), and Virtual Calculator Mock Tests.

Module 01 โ€ข Recommended
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GATE CE Previous Year Questions

Official 39 Solved Papers Catalog. Practice 4 ways: Topic-wise chapter accordions, Subject-wise question banks, Year-wise full papers, or the Interactive Solver.

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Module 02 โ€ข Daily Speed
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Daily Quiz

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Module 03 โ€ข Simulation
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Full 3-Hour timed GATE exam simulation with Virtual Calculator integration & Instant Marks Analysis.

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Module 04 โ€ข High Yield
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PYQ Analyser & Trends

Dynamic subject-wise marks weightage, most repeated topics ranking, question type visual graphs, and live syllabus analytics.

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๐ŸŽฏ Today's GATE CE Practice Target

Q1. If a soil specimen has a void ratio e = 0.50, what is the porosity (n) of the soil? GATE CE โ€ข Geotechnical Engineering
๐Ÿ’ก Solution (Option B): Porosity n is related to void ratio e by n = e / (1 + e). For e = 0.50, n = 0.50 / (1 + 0.50) = 0.50 / 1.50 = 1/3 โ‰ˆ 0.3333 (33.33%).
Q2. In limit state design of reinforced concrete beams (IS 456:2000), if the actual neutral axis depth x_u is less than the limiting neutral axis depth x_u,lim, the section is classified as: GATE CE โ€ข RCC Structures
๐Ÿ’ก Solution (Option A): When x_u < x_u,lim, the steel yields first before concrete reaches maximum compressive strain of 0.0035. This is an under-reinforced section that undergoes ductile failure with warning.
Q3. If the 5-day Biochemical Oxygen Demand (BODโ‚…) of a wastewater sample at 20ยฐC is 150 mg/L with deoxygenation rate constant k (base e) = 0.23 dayโปยน, what is the ultimate BOD (Lโ‚€)? GATE CE โ€ข Environmental Engineering
๐Ÿ’ก Solution (Option B): BOD_t = Lโ‚€ * (1 - e^(-k*t)). For t = 5 days: 150 = Lโ‚€ * (1 - e^(-0.23 * 5)) = Lโ‚€ * (1 - e^(-1.15)) = Lโ‚€ * (1 - 0.3166) = Lโ‚€ * 0.6834. Hence Lโ‚€ = 150 / 0.6834 โ‰ˆ 219.5 mg/L.

๐Ÿ“š GATE 30-Year PYQ Khazana & Topper Registers

Soil Mechanics & Foundation Engineering

Permeability, 1D Terzaghi consolidation, settlement analysis, shear strength (Direct shear & Triaxial), Rankine earth pressure, and Terzaghi bearing capacity equations.

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RCC & Steel Structures (IS 456 & IS 800)

Singly & doubly reinforced sections, shear reinforcement, bond length, torsion design, plastic analysis (collapse load, shape factors), bolted and welded connections.

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Environmental, Highway & Hydrology

Water demand forecasting, coagulation-sedimentation tanks, activated sludge process, stopping sight distance (SSD), horizontal curve super-elevation, and unit hydrographs.

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