Table 1 Physical and chemical properties of materials used in the experimental program.

From: Mechanical and durability assessment of marble dust–fiber concrete supported by ML prediction

Material

Physical properties

Value

Chemical composition (Major oxides %)

OPC53 Grade

Specific gravity

3.15

CaO 63.2

SiO2 21.4

Al2O3 5.3

Fe2O3 3.4

MgO 1.8

SO3 2.4

Blaine fineness (m2/kg)

335

Initial/Final setting time (min)

32 / 210

Colour

Grey

Fine Aggregate (Natural River Sand, Zone II)

Specific gravity

2.60

SiO2 95.3

Al2O3 2.1

Fe2O3 0.6;

CaO 0.5

MgO 0.4

Fineness modulus

2.65

Water absorption (%)

1.2

Bulk density (kg/m3)

1650

Coarse Aggregate (Crushed Granite, 20 mm)

Specific gravity

2.70

SiO2 68.1

Al2O3 15.5

Fe2O3 3.2

CaO 5.9

MgO 2.3

Water absorption (%)

0.65

Impact value (%)

< 22

Bulk density (kg/m3)

1500

Marble Dust (Industrial Waste Filler)

Specific gravity

2.65

CaCO3 85–98

MgO 1.5

SiO2 1.2

Fe2O3 0.3

Loss on ignition 38–42

Particle size (µm)

< 90

Colour

White

Moisture content (%)

< 1

Polypropylene Fibre (Recycled)

Fibre length (mm)

12

C3H6 (Polymer chain)

Tensile strength (MPa)

> 400

Elastic modulus (GPa)

4

Specific gravity

0.91

Water absorption (%)

Nil

Superplasticizer (PCE-Based)

Specific gravity

1.10

Main constituents: Polycarboxylate ether (–COOH functional groups)

Recommended dosage (% of binder)

0.6