Soil Mineralogy and Consistence

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Very Sticky
Plasticity ‣ The degree to which puddled or reworked soil can be permanently deformed without rupturing ‣ Evaluation done by forming a 4 cm long wire of soil at a water content where maximum plasticity is expressed
Page 1 and 2: Soil Mineralogy and Consistence
Page 3 and 4: CIDWT/University Disclaimer These m
Page 5 and 6: Soil mineralogy and consistence ‣
Page 7 and 8: Building Blocks of Clay ‣ Silica
Page 9 and 10: Sheets of Tetrahedron and Octahedro
Page 11 and 12: Clay Structure
Page 13 and 14: 1:1 Clay Mineral
Page 15 and 16: 2:1 Clay Mineral
Page 17 and 18: Expansive 2:1 Clays ‣ Bound toget
Page 19 and 20: Parent Material ‣ The 1:1 mineral
Page 21 and 22: Examples of management issues for e
Page 23 and 24: Consistence ‣ Rupture Resistance
Page 25 and 26: Rupture Resistance Classes: Blocks,
Page 27 and 28: ‣ Brittleness Failure Classes •
Page 29 and 30: Fluidity Grade Nonfluid Slightly Fl
Page 31 and 32: Stickiness ‣ The capacity of soil
Page 33: Non-Sticky
Page 38 and 39: Very Plastic 4 cm long 2 mm diamete
Page 40 and 41: Penetration Resistance Penetration
Page 42: Interpretations ‣ As consistency

Soil Mineralogy and Consistence

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