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ISKRIT / Site investigation & geotechnics / Soil index properties · USCS

Site investigation & geotechnics

Soil index properties and USCS classification (ASTM D2487)

From water content, density, and Atterberg limits the tool computes the derived index properties and places a fine-grained soil on the plasticity chart.

Data current as of 2026-09-26

Open the calculator → Free, no sign-up · interface in Russian

Standards

ASTM D2487 (USCS): the A-line PI = 0.73 (LL − 20) separates clays from silts, LL = 50 separates low from high plasticity, and the hatched band PI 4 to 7 gives CL-ML. Consistency follows the liquidity index.

Input

ρ, ρs, W, WL, WP per sample.

Output

Derived properties, group symbol, consistency.

What it does

Price

Free in full, no sign-up and no payment.

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Questions

What determines the group symbol?

The position on the ASTM D2487 plasticity chart: above the A-line the soil is a clay, CL or CH; below it a silt, ML or MH; the hatched band with PI from 4 to 7 gives CL-ML.

Where does the consistency come from?

From the liquidity index IL = (W − WP)/IP.

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In the reference

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