BS EN ISO 10930:2013

Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Reagent and equipment required for stability tests
5 Procedures
6 Calculation
7 Additional treatment for dispersible soils
8 Interpretation of the results
9 Test report
Annex A (informative) - Flow diagram of the measurement
        of aggregate stability
Annex B (informative) - Examples of the presentation of
        the test results on the same sample
Annex C (informative) - Sensitivity and repeatability
        test of the method for seven operators on a
        reference sample
Bibliography

Describes the treatments for the measurement of the stability of soil aggregates.

This International Standard specifies the treatments for the measurement of the stability of soil aggregates. It can be applied to a wide range of materials originating mainly from the tilled horizons of cultivated soils. It can, however, also apply to any soil profile horizon, whether it is cultivated or not. Aggregates ranging from 3 mm to 5 mm are measured.

However, the presence of gravel in the 2 mm to 5 mm fraction can distort the results. If the percentage of gravel is between 10 % and 40 %, the > 2 mm fraction of the gravel obtained from the tests should be washed and a mean weighted diameter (MWD, see 6.1) calculated with and without gravel. If the percentage of gravel is > 40 %, the structural stability tests are not significant. The method does not apply to unstructured materials, as they are not sufficiently cohesive to form millimetric aggregates.