NS EN 14227-10 : 1ED 2006

Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviations
5 Constituents
   5.1 General
   5.2 Binder
   5.3 Soil
   5.4 Water
   5.5 Secondary constituents
6 Mixture
   6.1 General
   6.2 Proportioning of the constituents, grading and
       dry density
7 Requirements of the fresh mixture
   7.1 Water content
   7.2 Degree of pulverization
   7.3 Immediate bearing index
   7.4 Moisture condition value
8 Laboratory mechanical performance classification
   8.1 General
   8.2 California bearing ratio of cement stabilized soil
   8.3 Classification of cement bound soil
       8.3.1 General
       8.3.2 Classification by compressive strength
       8.3.3 Classification by R[t], E
9 Resistance to water
   9.1 General
   9.2 Strength after immersion in water
   9.3 Linear swelling after soaking in water
   9.4 Volumetric swelling after immersion in water
10 Designation and description
11 Labelling
Annex A (normative) Curing regimes for soil treated by
                      cement test specimens
Annex B (informative) Production control for hydraulically
                      treated mixtures
Bibliography

Specifies soil treated by cement for the pavement layers of roads, airfields and other trafficked areas and specifies the requirements for its constituents, composition and laboratory performance classification.