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Preparation, Properties, Problems 
By Zeshan Ali and Rachael Pung
ď‚ž Flint contains a few percent of water 
ď‚ž Should not be exposed to excessive heat, as from a fire. 
ď‚ž Due to the stone's molecular makeup and the presence of 
water, flint may fracture, sometimes violently 
Brown Chert Red Jasper Vanport Flint
ď‚ž Desirable changes, in terms of knappability, 
takes place in chert and many other siliceous 
stones if they are heated slowly, at relatively low 
temperatures and out of direct contact with 
intense heat. 
Poorly ordered, strongly 
interlocking 
cryptocrystalline fabric of 
the unheated samples 
Equigranular and better 
crystallized with thermal 
treatment
Types of Siliceous Sediment Temperature Range for Different 
Rock Treatment 
Flint and Hornstone 350 – 500°F (typically 200°C) 
Agate and Chalcedony 400 – 600°F (typically 230°C) 
Jasper 400 – 750 °F (typically 290 °C) 
Chert 400 – 700 °F (typically 315°C)
Properties Changes in Properties 
Elastic Constant Slight, consistent increase in the 
Young’s modulus of elasticity when 
heated at 300, 400 and 500 °C 
Compressive Strength Did not show consistent changes, vary 
substantially with the raw material 
Tensile Strength Did not show consistent changes, vary 
substantially with the raw material 
Fracture Toughness Marked reduction after heating to 300 
and 400 °C 
ď‚ž Material tested: Flint, chert, jasper, chalcedony 
and agate
ď‚žMade up entirely of cryptocrystalline silica 
ď‚žPresence of pore spaces 
ď‚žSize/Thickness 
ď‚žTemperature 
ď‚žHolding time
Physical 
Properties 
Description 
Lustre Waxy, dull for freshly broken 
surfaces 
Transparency Translucent to opaque 
Colour Grey, white, black, brown and 
other colours due to staining 
Streak White or lightly coloured 
Hardness (Mohs) 6.5 - 7 
Tenacity Brittle 
Cleavage None observed 
Fracture Splintery, Conchoidal, sub-conchoidal 
Chert Specimen from 
Mojave Desert
Geotechnical properties 
Density Chert SpG range from 2.24 – 2.74. 
Flint which has about 1% water within 
it has a SpG that varies from 2.57 – 
2.64 
Porosity 0.59 - 3.46% 
Permeability 0.001 - 0.033 ÎĽD 
Compressibility (for rock) Extremely strong, with a uniaxial 
compressive strength of >250 Mpa 
and a point load index of >10 Mpa
ď‚žSame piece of rock may have different 
responses to heat treatment. 
• Outer surface of flint, jasper and chalcedony nodules: 
high quality stone, require little or no heat treatment 
• Interior portion: opaque, more coarsely grained and 
may require high temperatures for heat treatment. 
• The outer edges of a stone may be very Knappable 
following a moderate application of heat, while the 
interior remains tough. 
• Higher temperatures may treat the interior of the stone 
effectively, but create potlidding in the outer portion of 
the rock.
ď‚ž While flint may be used in fire-lighting, it should not be 
exposed to excessive heat, as from a fire. Due to the 
stone's molecular makeup, flint may fracture, sometimes 
violently, when different parts of the stone expand to 
different degrees. This tendency, to fracture, is enhanced 
by the fact that most samples of flint contain impurities 
that may expand to a greater or lesser degree than the 
surrounding stone.
ď‚ž Deeply weathered chert develops surface pop-outs when used in concrete 
that undergoes freezing and thawing because of the high porosity of 
weathered chert. 
ď‚ž To solve the pop-out problem of weak cherts, the percentage of the low 
density materials (SpG less than 2.45 is kept at a minimum.) 
ď‚ž Reducing the maximum allowable size of the coarse aggregate. 
ď‚ž Smaller pieces are less prone to freeze thaw as they are able to expel all the 
water prior to freezing
ď‚ž Cherts undergo an alkali-silica reaction with high-alkali cements. This 
reaction leads to cracking and expansion of concrete and ultimately to failure 
of the material 
ď‚ž To prevent the alkali-silica reaction problem, 3 procedures can be followed: 
• (1) use low alkali cement (<0.65 alkali as Na2O). 
• (2) Use nonreactive aggregate or add non-reactive aggregate to reudce the reactive portion by 
dilution to a level below the percentages mentioned in the previous paragraph. 
• (3) Add pozzolans, which include certain volcanic rocks and fly ash or ash collected from 
smoke stacks where coal is burned. These finely ground high-silica materials yield a non-expansive 
reaction product with the alkali in the cement.
ď‚ž http://www.springerreference.com/docs/html/chapterdbid/76579.html 
ď‚ž http://firearchaeology.com/firearchaeology/Direct_Effects_files/Gregg 
_Grybush_1976.pdf 
ď‚ž http://www.rocscience.com/help/rocfall/webhelp/baggage/Rock_Den 
sity_Table.htm 
ď‚ž http://www.pugetsoundknappers.com/how_to/Heat%20Treating%20 
Guide%20with%20Table.html 
ď‚ž http://geology.com/rocks/chert.shtml 
ď‚ž http://geology.about.com/od/more_sedrocks/qt/About-Chert.htm
Preparation, Properties, Problems of Siliceous Stones

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Preparation, Properties, Problems of Siliceous Stones

  • 1. Preparation, Properties, Problems By Zeshan Ali and Rachael Pung
  • 2. ď‚ž Flint contains a few percent of water ď‚ž Should not be exposed to excessive heat, as from a fire. ď‚ž Due to the stone's molecular makeup and the presence of water, flint may fracture, sometimes violently Brown Chert Red Jasper Vanport Flint
  • 3. ď‚ž Desirable changes, in terms of knappability, takes place in chert and many other siliceous stones if they are heated slowly, at relatively low temperatures and out of direct contact with intense heat. Poorly ordered, strongly interlocking cryptocrystalline fabric of the unheated samples Equigranular and better crystallized with thermal treatment
  • 4. Types of Siliceous Sediment Temperature Range for Different Rock Treatment Flint and Hornstone 350 – 500°F (typically 200°C) Agate and Chalcedony 400 – 600°F (typically 230°C) Jasper 400 – 750 °F (typically 290 °C) Chert 400 – 700 °F (typically 315°C)
  • 5. Properties Changes in Properties Elastic Constant Slight, consistent increase in the Young’s modulus of elasticity when heated at 300, 400 and 500 °C Compressive Strength Did not show consistent changes, vary substantially with the raw material Tensile Strength Did not show consistent changes, vary substantially with the raw material Fracture Toughness Marked reduction after heating to 300 and 400 °C ď‚ž Material tested: Flint, chert, jasper, chalcedony and agate
  • 6. ď‚žMade up entirely of cryptocrystalline silica ď‚žPresence of pore spaces ď‚žSize/Thickness ď‚žTemperature ď‚žHolding time
  • 7. Physical Properties Description Lustre Waxy, dull for freshly broken surfaces Transparency Translucent to opaque Colour Grey, white, black, brown and other colours due to staining Streak White or lightly coloured Hardness (Mohs) 6.5 - 7 Tenacity Brittle Cleavage None observed Fracture Splintery, Conchoidal, sub-conchoidal Chert Specimen from Mojave Desert
  • 8. Geotechnical properties Density Chert SpG range from 2.24 – 2.74. Flint which has about 1% water within it has a SpG that varies from 2.57 – 2.64 Porosity 0.59 - 3.46% Permeability 0.001 - 0.033 ÎĽD Compressibility (for rock) Extremely strong, with a uniaxial compressive strength of >250 Mpa and a point load index of >10 Mpa
  • 9. ď‚žSame piece of rock may have different responses to heat treatment. • Outer surface of flint, jasper and chalcedony nodules: high quality stone, require little or no heat treatment • Interior portion: opaque, more coarsely grained and may require high temperatures for heat treatment. • The outer edges of a stone may be very Knappable following a moderate application of heat, while the interior remains tough. • Higher temperatures may treat the interior of the stone effectively, but create potlidding in the outer portion of the rock.
  • 10.
  • 11. ď‚ž While flint may be used in fire-lighting, it should not be exposed to excessive heat, as from a fire. Due to the stone's molecular makeup, flint may fracture, sometimes violently, when different parts of the stone expand to different degrees. This tendency, to fracture, is enhanced by the fact that most samples of flint contain impurities that may expand to a greater or lesser degree than the surrounding stone.
  • 12. ď‚ž Deeply weathered chert develops surface pop-outs when used in concrete that undergoes freezing and thawing because of the high porosity of weathered chert. ď‚ž To solve the pop-out problem of weak cherts, the percentage of the low density materials (SpG less than 2.45 is kept at a minimum.) ď‚ž Reducing the maximum allowable size of the coarse aggregate. ď‚ž Smaller pieces are less prone to freeze thaw as they are able to expel all the water prior to freezing
  • 13. ď‚ž Cherts undergo an alkali-silica reaction with high-alkali cements. This reaction leads to cracking and expansion of concrete and ultimately to failure of the material ď‚ž To prevent the alkali-silica reaction problem, 3 procedures can be followed: • (1) use low alkali cement (<0.65 alkali as Na2O). • (2) Use nonreactive aggregate or add non-reactive aggregate to reudce the reactive portion by dilution to a level below the percentages mentioned in the previous paragraph. • (3) Add pozzolans, which include certain volcanic rocks and fly ash or ash collected from smoke stacks where coal is burned. These finely ground high-silica materials yield a non-expansive reaction product with the alkali in the cement.
  • 14. ď‚ž http://www.springerreference.com/docs/html/chapterdbid/76579.html ď‚ž http://firearchaeology.com/firearchaeology/Direct_Effects_files/Gregg _Grybush_1976.pdf ď‚ž http://www.rocscience.com/help/rocfall/webhelp/baggage/Rock_Den sity_Table.htm ď‚ž http://www.pugetsoundknappers.com/how_to/Heat%20Treating%20 Guide%20with%20Table.html ď‚ž http://geology.com/rocks/chert.shtml ď‚ž http://geology.about.com/od/more_sedrocks/qt/About-Chert.htm