Compaction Theory (Holtz & Kovacs, An Introduction to - - PDF document

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Compaction Theory (Holtz & Kovacs, An Introduction to - - PDF document

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Compaction Theory (Holtz & Kovacs, An Introduction to Geotechnical Engineering , 1981) (Holtz & Kovacs, An Introduction to Geotechnical Engineering , 1981) (Fang, Foundation Engineering Handbook , 1991) Fig. 8.26 Relative density vs.

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Compaction Theory

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(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)

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(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)

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(Fang, Foundation Engineering Handbook, 1991)

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(Fang, Foundation Engineering Handbook, 1991)

  • Fig. 8.26 Relative density vs. friction angle for cohesionless soils
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(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)

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Optimum Moisture Content

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S = 30% S = 38% S = 50% S = 60%

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S = 68% S = 71% S = 80% S = 82%

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(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)

Permeability (cm/s) Dry Density (lb/ft3) Dry Density (Mg/m3) Molding Water Content (%)

  • Fig. 5.6
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(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)

  • Fig. 5.7a
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(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)

  • Fig. 5.7b
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(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)

  • Fig. 5.8
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(Fang, Foundation Engineering Handbook, 1991)

  • Fig. 8.12 Compaction and unconfined compression characteristics of Higgins clay. (After Lee and Haley, 1968.)
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(Fang, Foundation Engineering Handbook, 1991)