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Stress-strain curves, consistency states

Short answer

The stress-strain curve for solid soil shows a high peak strength with brittle failure; semi-solid is stiff and brittle; plastic soil yields and strain hardens with lower strength; liquid soil flows at almost zero strength, the stress-strain curve lying on the strain axis. As water content rises, peak strength falls and failure strain increases.

Draw the stress-strain curves (graph) for soil at different consistency states.

Soil changes its state with water content: solid, semi-solid, plastic and liquid, separated by the shrinkage limit (wsw_s), plastic limit (wpw_p) and liquid limit (wlw_l). The stress-strain behaviour differs in each state.

Stress-strain curves

 Stress
  |      ___ Solid (brittle, peak
  |    /\     then sudden drop)
  |   /  \______ Semi-solid
  |  /    ______ Plastic (yields,
  | /  __/       strain hardens
  |/ _/ ......... Liquid (no
  |/.-'           stress, flows)
  +-------------------- Strain
StateWater contentBehaviour
Solidw<wsw < w_sVery high strength, brittle, small strain at failure, no volume change on drying
Semi-solidws<w<wpw_s < w < w_pStiff, brittle, crumbles when moulded, volume decreases when dried
Plasticwp<w<wlw_p < w < w_lCan be moulded without cracking; strength falls and strain at failure rises; ductile (plastic flow)
Liquidw>wlw > w_lFlows like a viscous fluid; almost zero shear strength; stress is nearly independent of strain

As water content rises, the peak strength drops and the strain at failure increases. The brittle curve has a sharp peak with a post-peak drop, the plastic curve rises gradually and levels off, and the liquid curve lies on the strain axis.

✓ Answer checked by Claude Opus 5.5 (high effort)

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