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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

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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

Page 2: Stresses in Soil Masses
Page 3: Stresses in Soil Masses
Page 4: Stresses in Soil Masses
Page 5: Stresses in Soil Masses

Capillary Effects

Page 6: Stresses in Soil Masses

Capillary Effects

Page 7: Stresses in Soil Masses
Page 8: Stresses in Soil Masses
Page 9: Stresses in Soil Masses

Point Load Stresses

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


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