Stresses in Soil Masses

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Stresses in Soil Masses Stresses without Seepage (Hydrostatic) Total Stress, T Pore Water Stress, u Effective Stress, ’ T Stresses with Seepage Upwards & Downwards

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Stresses in Soil Masses. Stresses without Seepage (Hydrostatic) Total Stress, s T Pore Water Stress, u Effective Stress, s ’ T Stresses with Seepage Upwards & Downwards. Capillary Effects. Capillary Effects. Point Load Stresses. - PowerPoint PPT Presentation

Transcript of Stresses in Soil Masses

Page 1: Stresses in Soil Masses

Stresses in Soil Masses Stresses without Seepage

(Hydrostatic) Total Stress, T

Pore Water Stress, u Effective Stress, ’T

Stresses with Seepage Upwards & Downwards

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Capillary Effects

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Capillary Effects

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Point Load Stresses

Z=(3Pz3)/[2(r2+z2)5/2]=PI1/z2 See Table 5.1


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Chapter 9 stresses in a soil mass

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6- Stresses in Soil Mass

6- Stresses in Soil Mass