Strength of Cement

Compressive strength measures cement's ability to resist compressive forces, while flexural strength measures its ability to endure bending forces. Both properties are critical for evaluating cement performance in construction applications. Testing these distinct strength properties requires different specimen geometries and loading configurations to accurately assess cement mortar behavior under various stress conditions.

Cement is tested as cement-sand mortar because neat cement paste is difficult to form into consistent, reliable specimens. Standard mortar mixes, such as the 1:2.75 cement-to-sand ratio specified by ASTM C 109-05, provide reproducible results. This standardized approach ensures reliable compressive strength measurements across different cement batches and testing laboratories.

Compressive strength tests use 2-inch cube specimens, while flexural strength tests use beam specimens measuring 1.5 by 1.57 by 6.3 inches. Specimens are cured in a moist environment until de-molded, then further cured in saturated lime water at 23°C. Testing typically occurs after one, three, seven, and twenty-eight days of curing to track strength development over time.

During testing, cube specimens are placed in a machine and subjected to steadily increasing loads until failure. The maximum load at which the specimen fails is recorded and used to calculate compressive strength. This failure load value, combined with the specimen's cross-sectional area, determines the compressive strength expressed in pressure units.

The type of cement used significantly impacts the compressive strength of cement mortar. Different cement types, such as those categorized by British Standard BS EN 196-1 as normal or rapid hardening, develop strength at different rates. ASTM C150 specifies minimum compressive strength values for various cement types at different aging stages to ensure quality standards.

The water-cement ratio is a critical parameter in standardized cement strength testing. ASTM C 109-05 specifies a water-cement ratio of 0.485 for compressive strength tests to ensure consistent mortar workability and hydration. Maintaining this precise ratio across specimens ensures reliable, comparable results and proper strength and heat of hydration development.

The modified cube test, detailed in ASTM C 349-02, uses sections of failed flexural prisms to test compression. This alternative method allows compressive strength evaluation from specimens already tested for flexural properties, reducing material waste. The modified approach provides additional data points for assessing cement performance while utilizing failed beam specimens efficiently.