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Sandstone
Woodkirk Sandstone - Sawn Texture
Petrographic Description (EN 12407:2001)
Woodkirk Sandstone is from the Coal Measures of the Carboniferous Age. It is a fine-grained stone, grey-buff to light brown, but tends to darken to a richer colour as it ages.
| Silica (SiO2) |
80.66% |
| Sodium Oxide (Na20) |
0.75 |
| Sulphate (SO3) |
0.04 |
| Ferrous Oxide (FeO) |
2.27 4.37 as (Fe203) |
| Carbonate (CO2) |
0.52 |
| Ferri( Oxide (Fe2O3) |
1.85 |
| Calcium Oxide (CaO) |
0.46 |
| Magnesium Oxide (MgO) |
0.90% |
| Alumina (Al203) |
7.84 |
| Potassium Oxide (K20) |
0.81 |
| Phosphate (P2O5) |
0.01 |
| Manganese Oxide (MnO) |
0.07 |
| Titanium Oxide (TiO2) |
0.40 |
|
Loss on Ignition including moisture
|
3.41 |
PHYSICAL PROPERTIES
Tests administered by R.H. Stanger Laboratories
or West Riding of Yorkshire County Council Laboratories Ltd, UK.
| Slip Resistance Dry |
82 (Category D - Excellent) |
| (PendulumMethod) Wet |
76 (Category D - Excellent) |
| Density |
2,400 Kg/M3 |
| Specific Gravity |
|
| (a) Oven Dry |
3.32-2.34 |
| (b) Saturated/Surface Dry |
2.40-2.42 |
| (c) Apparent |
2.54-2.57 |
| Compressive Strength |
54 MN/m2
S4 – 105 MN/M2
|
| Water Absorption |
4% by weight after 24 hours immersion at 20°C |
| Moisture Movement Drying Shrinkage |
0.035% |
| Wetting Expansion |
0.035% |
| Thermal Expansion |
Linear Coefficient 8.8 x IO-6 per°C |
| Thermal Conductivity |
|
|
(a) Measured at 2.03% moisture v/v
|
1.45 W/m°C |
| (b) Calculated Dry |
0.967 W/m°C |
|
(c) Calculated at 3% moisture v/v
|
1.54 W/m°C |
| Durability |
|
| (a) Freeze thaw test |
Indicates that failure because of frost action is unlikely. |
| (b) B.R.E. Sodium Sulphate Test |
Average weight loss 1.01 % Slight cracking on 3 out of 6 samples |
| (c) Acid Immersion Test |
BS 3798 of 1964 Close bedded samples unaffected |
| °U° Values in typical Wall construction |
|
| 100mm stone outer leaf, 50cm cavity, inner skin of materials
shown below at (a), (b), (c) and 15mm plaster:- |
|
(a) 100mm Thermalite (700kg/M3)
|
1.02 W/m°C |
|
(b) 100mm Concrete (900 kg/M3)
|
1.21 W/m°C |
| (c) 100mm Brick |
1.62 W/m°C |
Department of Mining and Mineral Engineering
| Point Load Strength (T500) 4.7-5.1 MPa MEAN 4.98 MPA x 12.51
CT500 |
62.25 MPA |
| Direct Tensile Strength |
Mean of cylinders and shaped pieces |
3.33 MPA |
| Modulus of Rupture |
Discs as square beams |
7.32 MPA |
| (Flexure) 3 point |
Cylindrical Beams |
10.66 MPA |
| Shear Strength |
Punched Mean |
13.40 MPA |
| |
Straight Shear Calc. as single sided shear Mean |
12.40 MPA |

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