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Estimate foundation dimensions based on column loads and soil bearing capacity. Supports spread, combined, and strip footings. Free structural engineering calculator.
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Determine the required plan area of isolated footings, strip footings, and raft foundations based on column loads and allowable soil bearing capacity.
Foundation sizing begins with the principle that the soil beneath the footing must safely carry all loads applied to it without shearing or settling excessively. The required plan area is found by dividing the total column load (dead + live + self-weight) by the Safe Bearing Capacity (SBC) of the soil.
SBC is the allowable pressure the soil can sustain without shear failure or excessive settlement. It already incorporates a factor of safety (typically 2.5–3.0) applied to the ultimate bearing capacity obtained from a geotechnical investigation or standard penetration test (SPT).
The resulting area gives you the minimum footing size. Engineers then adjust for: eccentric loading (moments), footing overlap with adjacent footings, proximity to property boundaries, and minimum practical sizes for construction access.
A = P_total ÷ SBCP_total = column load + footing self-weight (≈10% of column load for estimate). SBC in kPa. Area in m². For square footing: side = √A.
L = √(P_total ÷ SBC)Round up to nearest 50 mm. Minimum practical footing size: 450 mm. For eccentrically loaded footings, check that q_max ≤ 1.25 × SBC.
B = P_per_m ÷ SBCP_per_m is load per linear metre of wall, typically 20–80 kN/m for 2–3 storey masonry. Width rounded up to nearest 50 mm, minimum 450 mm.
A_raft = P_total_building ÷ SBCUsed when individual footings overlap or SBC is low (< 75 kPa). Raft area compared to building footprint — if A_raft > 50% of footprint, a raft is likely more economical.
| Type | Best For | Typical SBC | Depth | Cost Rank |
|---|---|---|---|---|
| Isolated (Pad) | Individual columns, firm soil | > 100 kPa | 0.9–2.0 m | $ |
| Strip | Load-bearing masonry walls | > 75 kPa | 0.6–1.5 m | $ |
| Combined | Adjacent columns, limited space | > 100 kPa | 0.9–2.0 m | $$ |
| Raft / Mat | Weak soil, heavy/large building | 30–100 kPa | 0.3–0.6 m slab | $$$ |
| Pile (bored/driven) | Weak near-surface soil, heavy loads | Any | 5–40+ m | $$$$ |
| Grillage | Heavy columns on granular soil | > 150 kPa | 0.5–1.5 m | $$ |
Ancient Mesopotamian and Egyptian builders used stone rubble and timber pile foundations in soft alluvial soil. The Great Pyramid of Giza rests on a carefully levelled limestone bedrock platform — an early form of rock founding.
Roman engineers used timber grillage foundations and pozzolanic concrete (opus caementicium) for bridges, aqueducts, and harbour structures. Vitruvius described pile driving methods in De Architectura.
Industrial revolution saw the first systematic use of mass concrete strip foundations for masonry buildings, replacing stone rubble. Hand-dug caissons (wells) were sunk for bridge piers in major rivers.
Karl Terzaghi published the first rigorous theory of soil bearing capacity (1943), establishing the scientific foundation for modern geotechnical engineering. SPT (Standard Penetration Test) developed in USA.
Bored pile (drilled shaft) technology emerged, allowing deep foundations in congested urban sites without the vibration and noise of driven piles. Bentonite slurry stabilisation enabled deeper boreholes.
Ground improvement techniques (dynamic compaction, grouting, soil nailing, stone columns) allow construction on poor soils that previously required deep piling, reducing foundation costs by 30–50%.
Indian Standard code of practice for design and construction of foundations in soils covering general requirements, depth of foundations, and bearing capacity.
Read source →EN 1997-1 provides principles and rules for geotechnical aspects of design of buildings and civil engineering works including foundations, retaining structures, and embankments.
Read source →US standard providing load combinations for foundation design including dead, live, wind, seismic, and snow loads — inputs required before foundation sizing.
Read source →Deeper foundations are always stronger
Foundation strength depends on the load capacity vs soil bearing capacity, not depth alone. A shallow footing on dense gravel can safely carry more load than a deep footing in soft clay. Depth is chosen to reach competent soil, not for inherent strength.
You can estimate SBC by looking at the soil
Visual soil classification is unreliable for bearing capacity. Singapore's Marina Bay Sands sits on marine clay (SBC ~40 kPa) — indistinguishable visually from stronger alluvial clay. Always use borehole data or SPT values for structural foundations.
Bigger footings are always better
Oversized footings waste concrete and reinforcement, may encroach on adjacent footings, and can increase differential settlement by changing the stress distribution. Design to required area plus 10–15% contingency, not arbitrarily large sizes.
A concrete slab on ground is a raft foundation
A slab-on-ground (SOG) carries only floor loads via contact pressure. A raft foundation is a structural element designed to carry column and wall loads, usually 250–500 mm thick with heavy reinforcement — very different from a 100–150 mm SOG.
Accurate soil data + correct load calculation = a safe, economic foundation every time.