stresses in soil masses n.
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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.

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stresses in soil masses
Stresses in Soil Masses
  • Stresses without Seepage (Hydrostatic)
    • Total Stress, sT
    • Pore Water Stress, u
    • Effective Stress, s’T
  • Stresses with Seepage
    • Upwards & Downwards
point load stresses
Point Load Stresses

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