Raft (mat) foundations — typical uses and advantages Select the most appropriate combined statement describing when raft foundations are adopted in building and civil works.
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Aproviding increased area of foundation over poor bearing capacity of soil
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Bspanning over small soft or loose pockets
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Ccounteracting the hydrostatic effect
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Dall the above
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Enone of these
Answer
Correct Answer: all the above
Explanation
Introduction / Context:Raft or mat foundations consist of a continuous slab (sometimes with beams or ribs) supporting multiple columns or walls. They are used where soil bearing capacity is low or variable, or where uplift and settlement control motivate a large-area foundation system.
Given Data / Assumptions:
- Subsoil has relatively poor bearing capacity or inclusions of soft pockets.
- Structure may be subject to uplift or flotation effects (e.g., high groundwater).
- Multiple columns or walls need a unified foundation.
Concept / Approach:By spreading loads over a larger area, rafts reduce net contact pressure. They can bridge over localized weak zones (soft pockets) and, with adequate thickness and reinforcement, resist uplift or hydrostatic pressures by mobilizing self-weight plus structural action. They also help control differential settlement across a building footprint.
Step-by-Step Solution:
Check need for increased area: low bearing capacity → raft provides large bearing area.Consider variability: raft continuity bridges small weak zones.Assess hydrostatic condition: raft mass and anchorage counteract uplift.Therefore, all listed reasons justify the use of raft foundations.Verification / Alternative check:Settlement analyses and flotation checks (buoyancy vs dead load) often confirm the suitability of a raft where isolated footings would be uneconomical or risky.
Why Other Options Are Wrong:
- Selecting only one reason underestimates the versatility of rafts; all are valid.
- none of these: incorrect because each listed application is standard practice.
Common Pitfalls:Neglecting punching shear at column locations; ignoring groundwater drawdown or uplift changes; insufficient joint and waterproofing detailing.
Final Answer:all the above