Shrinkage (Holtz & Kovacs, An Introduction to Geotechnical - - PDF document

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Shrinkage (Holtz & Kovacs, An Introduction to Geotechnical - - PDF document

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Shrinkage (Holtz & Kovacs, An Introduction to Geotechnical Engineering , 1981) (Holtz & Kovacs, An Introduction to Geotechnical Engineering , 1981) -9 Soil 1: SL = 20 6 = 14 +6 Soil 2: SL = 20 + 9 = 29 (Holtz & Kovacs, An

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SLIDE 1

Shrinkage

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SLIDE 2

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

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SLIDE 3

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

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

Soil 1: SL = 20 – 6 = 14 Soil 2: SL = 20 + 9 = 29

+6

  • 9
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(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)

  • Fig. 6.12 Casagrande’s procedure for estimating the shrinkage limit.
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(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)

  • Fig. 6.12 Casagrande’s procedure for estimating the shrinkage limit.
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SLIDE 7

(Holtz, Kovacs, and Sheahan, An Introduction to Geotechnical Engineering, 2011)

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SLIDE 8

Swelling

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SLIDE 9

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

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SLIDE 10

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

  • Fig. 6.15 Classification chart for swelling potential (after Seed, et al., 1962).
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SLIDE 11

(Holtz, Kovacs, and Sheahan, An Introduction to Geotechnical Engineering, 2011)

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SLIDE 12

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

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SLIDE 13

(Holtz, Kovacs, and Sheahan, An Introduction to Geotechnical Engineering, 2011)

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SLIDE 14

(Holtz, Kovacs, and Sheahan, An Introduction to Geotechnical Engineering, 2011)

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(Holtz, Kovacs, and Sheahan, An Introduction to Geotechnical Engineering, 2011)