The GATE Grind

GATE Soil and Water Conservation Engineering: Soil Mechanics – Previous Year Questions

9 GATE previous year questions on Soil Mechanics (Soil and Water Conservation Engineering, Agricultural Engineering) with answers and explanations, from every paper.

  1. GATE 2021 AG Q28 (1 mark, Numerical answer) – A naturally deposited cohesionless infinite soil slope is 25°. Internal-friction angle30°. Find factor of safety, to two decimals.
  2. GATE 2021 AG Q37 (2 marks, Multiple choice) – An annular soil-shear device has inner/outer diameters240/300 mm. Soil failure torque50 N m. Find soil shear strength in kPa. Use π=3.14.
  3. GATE 2021 AG Q41 (2 marks, Multiple choice) – A wet sandy-clay loam sample has mass135 kg, wet density1.8 g/cm³,gravimetric water18%,and solids specific gravity2.7. Find dry density(g/cm³) and…
  4. GATE 2022 AG Q41 (2 marks, Multiple choice) – Clay is 90% saturated, with void ratio .8 and specific gravity2.7. Find bulk unit weight in N/m³. Water unit weight is 9810 N/m³.
  5. GATE 2023 AG Q20 (1 mark, Multiple choice) – Which porous-medium statement is incorrect?
  6. GATE 2023 AG Q58 (2 marks, Numerical answer) – An anisotropic earth dam is 52 m high with 2 m freeboard. Horizontal/vertical conductivities are4.5×10⁻⁸/2.0×10⁻⁸ m/s. A transformed square flownet…
  7. GATE 2024 AG Q57 (2 marks, Numerical answer) – A constant-head permeability sample is 70 mm in diameter and 100 mm long. Head loss is 80 mm and 60 mL water is collected in one minute. Find…
  8. GATE 2025 AG Q47 (2 marks, Numerical answer) – An undisturbed soil sample has volume 100 cm³ and void ratio .60. Oven drying reduces mass from 185 g to 165 g without shrinkage. Soil specific…
  9. GATE 2026 AG Q57 (2 marks, Numerical answer) – A homogeneous earthen embankment retains water 12 m deep. Crest width is 3 m, upstream/downstream slopes are 2H:1V and 2.5H:1V, and freeboard is 2 m.…