GATE CE 2020 Set 1 — Question 57

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NAT+2 / -0HardEffective Stress Under SeepageEffective Stress & CompactionGeotechnical EngineeringPhase RelationshipsSoil Phase & Index Properties

Geotechnical Engineering → Effective Stress & Compaction → Effective Stress Under Seepage

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Question

Water flows in the upward direction in a tank through 2.5 m2.5\text{ m} thick sand layer as shown in the figure. The void ratio and specific gravity of sand are 0.580.58 and 2.72.7, respectively. The sand is fully saturated. Unit weight of water is 10 kN/m310\text{ kN/m}^3.
Diagram showing upward water flow through a sand layer in a tank with dimensions and point A marked
The effective stress (in kPa, round off to two decimal places) at point A, located 1 m1\text{ m} above the base of tank, is ________.
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