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CONSTRUCTION MATERIALS TESTING

Classification tests BS 1377 part2

Moisture content - oven drying method

Saturation moisture content of chalk

Liquid limit - cone penetrometer - 4 point & plastic limit

Liquid limit - cone penetrometer - 1 point & plastic limit

Plastic limit (soil in natural state)

Linear shrinkage

Density - linear measurement

Density - immersion in water

Particle density - gas jar

Particle density - small pyknometer

Particle size distribution - wet sieving

Particle size distribution - dry sieving

Particle size distribution - sedimentation - pipette

Particle size distribution - sedimentation - hydrometer

 

Compaction related tests BS 1377 part 4

Dry density / moisture content relationship (1l mould)

Dry density / moisture content relationship (CBR mould)

Dry density / moisture content relationship (vibrating hammer)

Moisture condition value (MCV) - natural moisture content

MCV / Moisture content relationship

Chalk crushing value - 6 point

California bearing ratio (CBR) - undisturbed

California bearing ratio (CBR) - remoulded (2.5/4kg rammer)

California bearing ratio (CBR) - granular (vibrating hammer)

CBR / Dry density / Moisture content relationship - 5 points

Shear vane addition at each compaction point or MCV (pilcon)

 

Compressibility, permeability & durability tests BS 1377 pt 5

1D consolidation properties - 5 pressures - each 1 day

1D consolidation properties - remoulding received moisture content

 

SOIL TESTS

Shear strength  (total stress) BS 1377 pt 7

Undrained - triaxal compression without measurement of pore pressure

Undrained - triaxal compression with multistage loading and ....

Without measurement of pore pressure

Concrete >>

 

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