GATE CE 2018 Set 1 — Question 54

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NAT+2 / -0MediumQuicksand ConditionSeepageGeotechnical Engineering

Geotechnical Engineering → Seepage → Quicksand Condition

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Question

At a construction site, a contractor plans to make an excavation as shown in the figure.
Cross-section of an excavation site. A clay layer exists from elevation 0 to 20 m. A highly pervious sand layer is below elevation 0. A river is adjacent with water level at elevation +20 m. The proposed excavation removes clay from elevation 30 m down to elevation 10 m, leaving a 10 m thick clay layer above the sand.
The water level in the adjacent river is at an elevation of +20.0 m+20.0 \text{ m}. Unit weight of water is 10 kN/m310 \text{ kN/m}^3. The factor of safety (up to two decimal places) against sand boiling for the proposed excavation is ______
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