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Foundation & Subsoil Check for Any Plot in India

Whether the ground swells, how firm the subsoil is, the authoritative soil type, and what they mean for your foundation — from national soil mapping, before you commission a survey.

What this tool tells you

Four readings, in the order they matter when you are buying land.

Expansive risk

Whether the ground swells and shrinks with the seasons. This is the headline — it is the finding that changes what a foundation costs, and it is decided by the clay’s mineralogy, not its quantity.

Readings by depth

Topsoil, foundation zone and deep subsoil, read separately. Clay that thins with depth is harmless; clay that thickens through the footing zone is the expensive case.

Likely footing

Whether standard isolated or strip footings are plausible, or whether the site points to deeper or engineered foundations. A planning indication, not a design.

Coarse fragments & bulk density

Gravel/stone content and compaction, given per depth zone. Together they tell you how much breaking an excavation is likely to need. We deliberately do not compress them into an Easy/Moderate/Hard label or a cost premium — no standard maps these two values onto either, so any such figure would be ours rather than measured.

Read it as: high coarse fragments + high bulk density → expect rock breaking; low both → ordinary digging.

Clay percent is not risk

The single most common misreading of a soil report.

1

Two soils, the same clay percent

A red lateritic soil and a black cotton soil can both read close to 38% clay. One takes standard footings. The other does not.

2

What separates them is mineralogy

Kaolinitic clay holds its volume as moisture changes. Smectite and montmorillonite clays swell and shrink, and that movement is what cracks a structure.

3

Clay activity is the indicator

Cation exchange capacity divided by clay content separates the two. It is why this tool reports a risk verdict rather than asking you to read a clay figure.

India’s subsoil at a glance

Three national views. The first is the official soil map — the ICAR-NBSS&LUP 1:250,000 survey, the same source that names the soil type on your result. The other two are classified by us from ISRIC SoilGrids (illustrative — a ~1 km model, not a survey): expansive-soil risk (active clay — clay gated by clay activity, CEC ÷ clay, so swelling black-cotton soil is separated from stable red/kaolinitic clay), and soil firmness (bulk density — a firmness proxy, not bearing capacity).

Official soil map of India from the ICAR-NBSS&LUP 1:250,000 survey: alluvial soils through the Indo-Gangetic plain and deltas, the black-cotton (Vertisol) belt across the Deccan, red Alfisols across peninsular India, laterite down the west coast and in the east, desert sand in the Thar, and hill soils through the Himalaya and north-east.
Soil Type — the official surveyICAR-NBSS&LUP 1:250,000. This is a government soil map, not our classification.
Map of India shaded by expansive-soil risk (active clay); the Deccan black-cotton belt (Maharashtra, Madhya Pradesh, Gujarat) shows the highest risk, while granite/red-soil regions and the Indo-Gangetic plain are low.
Expansive-Soil Risk (active clay)Clay gated by clay activity (CEC ÷ clay). Deep belt = swelling black-cotton soil.
Map of India shaded by soil firmness from bulk density; arid/sandy and Deccan regions are firm, while organic-rich or clayey areas (north-east, Western Ghats, parts of the Gangetic plain) are soft.
Soil Firmness (bulk density)A firmness proxy — NOT bearing capacity. Soft often means organic/clayey soil.

Methodology and data sources

A survey map and a model, kept apart

Soil type, taxonomy, parent material, drainage and depth class come from the ICAR-NBSS&LUP BHOOMI 1:250,000 soil map — the authoritative Indian classification. Chemistry and texture by depth come from ISRIC SoilGrids v2.0 (250 m native, CC BY 4.0), which is a spatial model rather than a survey. The report names which reading came from which, because they do not carry the same weight.

Screening, not a site investigation

SoilGrids predicts at roughly 1 km with an R² around 0.3–0.6 and is nearly depth-flat below 30 cm, so treat these figures as a way to compare plots and budget — never as design inputs. The definitive expansive test is a lab Free Swell Index (IS 2720 Pt 40); safe bearing capacity needs a plate-load test or borehole (IS 6403, IS 1888). Firmness here is a bulk-density proxy, not a bearing value.

Frequently Asked Questions

My plot shows a high clay percent. Is that bad?
Not on its own, and this is the most misread number in any soil report. What swells is not how much clay there is but which clay it is. Red lateritic soils across the Deccan often read 35–40% clay and are perfectly stable, because that clay is kaolinitic and barely moves. A black cotton soil at the same clay percent is montmorillonitic and moves a great deal. That is why this tool leads with an expansive-risk verdict rather than the clay figure.
What is clay activity?
Clay activity is cation exchange capacity divided by clay content — a standard mineralogy indicator (compare Skempton's activity, and the USDA cation-exchange activity classes). Low values indicate kaolinitic, low-swelling clay; high values indicate the smectite and montmorillonite minerals that drive shrink–swell. It is the reason two plots with identical clay percent can carry completely different foundation costs.
What is black cotton soil and why do builders worry about it?
Expansive clay swells when wet and shrinks when dry. That seasonal movement lifts and drops whatever sits on it, which is what cracks plinth beams, compound walls and floor slabs a few monsoons after construction. India's black cotton (regur) belt runs across Maharashtra, Madhya Pradesh, Gujarat and parts of Karnataka and Telangana. The remedy is well understood — footings taken below the active zone, or soil replacement under the foundation — but it adds cost, which is worth knowing before you buy rather than after.
Can I use this instead of a soil test?
No, and you should not try. This is a screening tool built on a spatial model at roughly 1 km resolution, which is the right scale for comparing plots and budgeting, not for designing a structure. The definitive expansive-soil test is a lab Free Swell Index (IS 2720 Part 40). Safe bearing capacity needs a plate-load test or borehole investigation (IS 6403, IS 1888). Commission those before design on anything you actually build.
Is soil firmness the same as bearing capacity?
No. Firmness here is a bulk-density proxy — a description of how dense the subsoil is, not a load the ground is certified to take. A quantified safe bearing capacity in kN per square metre only comes from a site test. Treat firmness as a signal of whether standard footings are plausible, then confirm with a geotechnical engineer.
Why does how hard the ground is to dig matter if I am not building yet?
Because it is real money and it is invisible at the time of purchase. Hard or rocky ground near the surface raises the cost of foundation trenches, underground sumps, septic tanks, borewells and cable runs. On a shallow soil over granite — common across the Deccan — rock breaking can add materially to the substructure bill. Soft, deep soil is cheaper to dig but may need deeper footings to find a firm bearing layer. The report gives coarse-fragment content and bulk density for each depth zone rather than an Easy/Moderate/Hard grade or a cost premium — no standard maps those two values onto either, so read them directly and let a trial pit settle it.
Where does this data come from?
Two sources. Soil chemistry and texture by depth come from ISRIC SoilGrids v2.0, a global model at 250 m native resolution released under CC BY 4.0. Soil type, taxonomy, parent material, drainage and depth class come from the ICAR-NBSS&LUP BHOOMI 1:250,000 soil map, which is the authoritative Indian classification. The soil type is a survey product; the chemistry is a model with an R-squared around 0.3 to 0.6, which is why the confidence note asks you to validate locally.

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