Consolidation settlement worksheet with answers

Free printable Consolidation settlement worksheet: 6 problems from easy to exam level, with an answer key. Print it or save it as a PDF.

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1.Easy
Δσ = 100 kPasandγ = 17 kN/m³3 mclayγsat​ = 19.5 kN/m³Cc​ = 0.15, e0​ = 1.057 mwater tableX

A 7 m thick normally consolidated clay layer (γsat = 19.5 kN/m³, Cc = 0.15, e₀ = 1.05) lies below 3 m of sand (γ = 17 kN/m³). The water table is at the top of the clay; use γw = 9.81 kN/m³. A wide fill raises the vertical stress throughout the clay by 100 kPa. Treat the layer as one sublayer with the stresses at its mid-depth. Find the primary consolidation settlement S in mm.

sand: Hs = 3 m, γ = 17 kN/m³clay: H = 7 m, γsat = 19.5 kN/m³γw = 9.81 kN/m³Cc = 0.15e0 = 1.05Δσ = 100 kPa
S = mm
2.Easy
Δσ = 105 kPasandγ = 18 kN/m³4.5 mclayγsat​ = 19.5 kN/m³Cc​ = 0.35, e0​ = 1.253 mwater tableX

A 3 m thick normally consolidated clay layer (γsat = 19.5 kN/m³, Cc = 0.35, e₀ = 1.25) lies below 4.5 m of sand (γ = 18 kN/m³). The water table is at the top of the clay; use γw = 9.81 kN/m³. A wide fill raises the vertical stress throughout the clay by 105 kPa. Treat the layer as one sublayer with the stresses at its mid-depth. Find the primary consolidation settlement S in mm.

sand: Hs = 4.5 m, γ = 18 kN/m³clay: H = 3 m, γsat = 19.5 kN/m³γw = 9.81 kN/m³Cc = 0.35e0 = 1.25Δσ = 105 kPa
S = mm
3.Medium
Δσ = 180 kPasandclayCc​ = 0.3, Cr​ = 0.06e0​ = 0.8σ′0​ = 50 kPaOCR = 1.53.5 mwater table

A 3.5 m thick overconsolidated clay layer has Cc = 0.3, Cr = 0.06 and e₀ = 0.8. At its mid-depth the effective vertical stress is 50 kPa and the overconsolidation ratio is OCR = 1.5. A new building adds 180 kPa of vertical stress at mid-depth. Find the primary consolidation settlement S in mm.

H = 3.5 mCc = 0.3Cr = 0.06e0 = 0.8σ′0 = 50 kPaOCR = 1.5Δσ = 180 kPa
S = mm
4.Medium
Δσ = 35 kPasandclayCc​ = 0.3, Cr​ = 0.06e0​ = 0.8σ′0​ = 100 kPaσ′p​ = 140 kPa6 mwater table

A 6 m thick overconsolidated clay layer has Cc = 0.3, Cr = 0.06 and e₀ = 0.8. At its mid-depth the effective vertical stress is 100 kPa and the preconsolidation pressure is 140 kPa. A new building adds 35 kPa of vertical stress at mid-depth. Find the primary consolidation settlement S in mm.

H = 6 mCc = 0.3Cr = 0.06e0 = 0.8σ′0 = 100 kPaσ′p = 140 kPaΔσ = 35 kPa
S = mm
5.Hard
sandclayH = 4.5 mcv​ = 2 m²/year4.5 mimpervious rockwater table

A clay layer 4.5 m thick has a coefficient of consolidation cv = 2 m²/year. It lies on impervious rock, with sand above it, so water drains out only at the top. For 80% average consolidation the time factor is Tv = 0.567. How many years t does the layer take to reach 80% consolidation?

H = 4.5 mcv = 2 m²/yearU = 80%Tv = 0.567single drainage
t = years
6.Hard
sandclayH = 3.5 mcv​ = 2 m²/year3.5 mimpervious rockwater table

A clay layer 3.5 m thick has a coefficient of consolidation cv = 2 m²/year. It lies on impervious rock, with sand above it, so water drains out only at the top. For 80% average consolidation the time factor is Tv = 0.567. How many years t does the layer take to reach 80% consolidation?

H = 3.5 mcv = 2 m²/yearU = 80%Tv = 0.567single drainage
t = years

Answer key

  1. 1. S = 173.1 mm
  2. 2. S = 150.3 mm
  3. 3. S = 304.4 mm
  4. 4. S = 26.07 mm
  5. 5. t = 5.741 years
  6. 6. t = 3.473 years

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