Soil Mineralogy and Consistence

More documents

Recommendations

Info

Manner of Failure ‣ The rate of change and physical condition soil attains when subjected to compression ‣ Samples are moist or wetter ‣ 3 failure classes are determined • Brittleness • Fluidity • Smeariness
‣ Brittleness Failure Classes • Use a 3 cm block • Press between thumb and forefinger ‣ Fluidity • Use a palmful of soil • Squeeze in hand ‣ Smeariness • Use a 3 cm block • Press between thumb and forefinger
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: Rupture Resistance Classes: Blocks,
Page 29 and 30: Fluidity Grade Nonfluid Slightly Fl
Page 31 and 32: Stickiness ‣ The capacity of soil
Page 33 and 34: Non-Sticky
Page 35 and 36: Plasticity ‣ The degree to which
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

Create successful ePaper yourself

Delete template?

Save as template?