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4 Basic Keys to Successful Stone Selection Jim Mann Stone Consultant www.stonemtg.com.au
Four main performance criteria: ,[object Object],[object Object],[object Object],[object Object]
Stain Resistance ,[object Object],Water absorption Composition Appearance
Stain Resistance A stone’s ability to absorb stains is directly related to its water absorption. C629 C568 C616 C503 C615 ASTM Spec. 0.45 12 (LD) 7.5 (MD) 3.0 (HD) 8 (S) 3 (QS) 0.20 0.40 Standard Requirement 6 – 0.3 Slate 26 – 0.08 Limestone 12 – 0.3 Sandstone 0.8 – 0.04 Marble 0.8 – 0.01 Granite Water Absorption Typical Range (weight %) Stone Type
Stain Resistance ,[object Object],[object Object]
Stain Resistance Note: Impregnating sealers are  not effective  in protecting acid-sensitive materials from etching Limestone and calcite marbles are particularly sensitive to acid attack and etching. Be wary of using polished marble in entertaining areas!
Stain Resistance ,[object Object],[object Object]
Stain Resistance Spot the chewing gum!
Strength Stone installations must have adequate strength to withstand both live and static loads that may be encountered in service.
Compressive Strength Unconfined Compressive Strength – ASTM C170
Compressive Strength Compressive strength results can be useful for comparing likely performance of different stones.  - C629 200 - 25 Slate 12 (LD) 28 (MD) 55 (HD) C568 150 - 4 Limestone 27.6 (S) 68.9 (QS) C616 120 -10 Sandstone 52 C503 150 – 80 Marble 131 C615 300 – 100 Granite Standard Requirement ASTM Spec. Typical Compressive Strength (MPa) Stone Type
Measuring Flexural Strength Flexural strength ASTM C880 – 4 point loading Modulus of Rupture – 3 point loading
Flexural Strength Adequate flexural strength is essential for satisfactory performance of stone used for paving or ‘dynamic’ wall cladding 49.6 (MoR) C629 50 - 15 Slate 2.9 (LD) - MoR 3.4 (MD) - MoR 6.9 (HD) - MoR C568 21 – 2 Limestone 2.4 (S) – MoR 6.9 (QS) - MoR C616 15 – 3 Sandstone 7 C503 22 – 6 Marble 8.3 C615 30 – 6 Granite Standard Requirement ASTM Spec. Typical Flexural Strength (MPa) Stone Type
Flexural failure of paving under load
Flexural Strength ,[object Object],[object Object],Example 1:  Paving unit 600 x 400 x 20mm thick, modulus of rupture 7 MPa - theoretical breaking load  1.4  kN (139kg) Example 3:  Paving unit 600 x 400 x  40mm  thick, modulus of rupture 7 MPa - theoretical breaking load  5.6   kN (555kg) Example 2:  Paving unit 600 x 400 x 20mm thick, modulus of rupture  14   MPa - theoretical breaking load  2.7  kN (275 kg) Recommendation (AS/NZS 4455) – minimum breaking load of 2 kN for residential  pedestrian  traffic and 5kN for residential vehicular traffic.
Resistance to Abrasion ASTM C1353 “Standard Test Method for Determining Abrasion Resistance of Dimension Stone
Resistance to Abrasion Typical Values – higher numbers indicate greater wear resistance 8 C629 4 - 20 Slate 10 C568 <1 – 20 Limestone 2(S) 8 (QS) C616 4 – 24 Sandstone 10 C503 15 – 50 Marble 25 C615 50 – 150 Granite Standard Requirement ASTM Spec. Typical Abrasion Index (Ha) Stone Type
Resistance to Abrasion ,[object Object],Suitable for all uses including high traffic prestige commercial flooring. >25 Suitable for general commercial and domestic applications. 12-25 Suitable only for light commercial or domestic flooring. 8-12 Suitable only for domestic or light external  traffic situations. < 8 Appropriate Uses Abrasion Index
Resistance to Abrasion ,[object Object],[object Object],[object Object],[object Object],[object Object]
Durability ,[object Object],[object Object],[object Object],[object Object]
Durability – Resistance to Salt Attack ,[object Object],[object Object],[object Object]
Durability ,[object Object]
A higher compressive strength can mitigate the forces applied on the stone by crystallisation of salts. ,[object Object],[object Object],A larger pore size can assist with durability by reducing the pressure applied by salt crystallisation on the walls of pore spaces. Durability ,[object Object],A lower water absorption  generally  correlates to a greater durability, but…
Durability Suitable only for use in sheltered locations free from exposure to salt attack.  Additional engineering practices may be required to protect stone. D > 10 Exposed to infrequent wetting and drying or low level salt attack C 6 – 10 Exposed to intermittent wetting and drying or moderate level salt attack B 1- 5 Exposed to continual wetting and drying or moderate salt attack A 0.1 – 1 Aggressive environments, constant wetting and drying and exposure to salt attack AA < 0.1 Environment Suitability Grade Weight Loss (%)
Test methods for determining performance: ,[object Object],[object Object],[object Object],[object Object],[object Object]
Choose stone that’s “fit for purpose” Jim Mann Stone Consultant www.stonemtg.com.au

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4 Keys To Stone Selection

  • 1. 4 Basic Keys to Successful Stone Selection Jim Mann Stone Consultant www.stonemtg.com.au
  • 2.
  • 3.
  • 4. Stain Resistance A stone’s ability to absorb stains is directly related to its water absorption. C629 C568 C616 C503 C615 ASTM Spec. 0.45 12 (LD) 7.5 (MD) 3.0 (HD) 8 (S) 3 (QS) 0.20 0.40 Standard Requirement 6 – 0.3 Slate 26 – 0.08 Limestone 12 – 0.3 Sandstone 0.8 – 0.04 Marble 0.8 – 0.01 Granite Water Absorption Typical Range (weight %) Stone Type
  • 5.
  • 6. Stain Resistance Note: Impregnating sealers are not effective in protecting acid-sensitive materials from etching Limestone and calcite marbles are particularly sensitive to acid attack and etching. Be wary of using polished marble in entertaining areas!
  • 7.
  • 8. Stain Resistance Spot the chewing gum!
  • 9. Strength Stone installations must have adequate strength to withstand both live and static loads that may be encountered in service.
  • 10. Compressive Strength Unconfined Compressive Strength – ASTM C170
  • 11. Compressive Strength Compressive strength results can be useful for comparing likely performance of different stones. - C629 200 - 25 Slate 12 (LD) 28 (MD) 55 (HD) C568 150 - 4 Limestone 27.6 (S) 68.9 (QS) C616 120 -10 Sandstone 52 C503 150 – 80 Marble 131 C615 300 – 100 Granite Standard Requirement ASTM Spec. Typical Compressive Strength (MPa) Stone Type
  • 12. Measuring Flexural Strength Flexural strength ASTM C880 – 4 point loading Modulus of Rupture – 3 point loading
  • 13. Flexural Strength Adequate flexural strength is essential for satisfactory performance of stone used for paving or ‘dynamic’ wall cladding 49.6 (MoR) C629 50 - 15 Slate 2.9 (LD) - MoR 3.4 (MD) - MoR 6.9 (HD) - MoR C568 21 – 2 Limestone 2.4 (S) – MoR 6.9 (QS) - MoR C616 15 – 3 Sandstone 7 C503 22 – 6 Marble 8.3 C615 30 – 6 Granite Standard Requirement ASTM Spec. Typical Flexural Strength (MPa) Stone Type
  • 14. Flexural failure of paving under load
  • 15.
  • 16. Resistance to Abrasion ASTM C1353 “Standard Test Method for Determining Abrasion Resistance of Dimension Stone
  • 17. Resistance to Abrasion Typical Values – higher numbers indicate greater wear resistance 8 C629 4 - 20 Slate 10 C568 <1 – 20 Limestone 2(S) 8 (QS) C616 4 – 24 Sandstone 10 C503 15 – 50 Marble 25 C615 50 – 150 Granite Standard Requirement ASTM Spec. Typical Abrasion Index (Ha) Stone Type
  • 18.
  • 19.
  • 20.
  • 21.
  • 22.
  • 23.
  • 24. Durability Suitable only for use in sheltered locations free from exposure to salt attack. Additional engineering practices may be required to protect stone. D > 10 Exposed to infrequent wetting and drying or low level salt attack C 6 – 10 Exposed to intermittent wetting and drying or moderate level salt attack B 1- 5 Exposed to continual wetting and drying or moderate salt attack A 0.1 – 1 Aggressive environments, constant wetting and drying and exposure to salt attack AA < 0.1 Environment Suitability Grade Weight Loss (%)
  • 25.
  • 26. Choose stone that’s “fit for purpose” Jim Mann Stone Consultant www.stonemtg.com.au