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API STD 521: Guide for Pressure-relieving and Depressuring Systems – Edition 6

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ISO 10930:2012

ISO 10930:2012 Soil quality – Measurement of the stability of soil aggregates subjected to the action of water

CDN $186.00

SKU: 52056f1590c4 Categories: ,

Description

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.

Edition

1

Published Date

2012-04-24

Status

PUBLISHED

Pages

13

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

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.

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