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 = 145 kPasandγ = 18.5 kN/m³2.5 mclayγsat​ = 19 kN/m³Cc​ = 0.5, e0​ = 1.058 mwater tableX

An 8 m thick normally consolidated clay layer (γsat = 19 kN/m³, Cc = 0.5, e₀ = 1.05) lies below 2.5 m of sand (γ = 18.5 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 145 kPa. Treat the layer as one sublayer with the stresses at its mid-depth. Find the primary consolidation settlement S in mm.

sand: Hs = 2.5 m, γ = 18.5 kN/m³clay: H = 8 m, γsat = 19 kN/m³γw = 9.81 kN/m³Cc = 0.5e0 = 1.05Δσ = 145 kPa
S = mm
2.Easy
Δσ = 65 kPasandγ = 19 kN/m³2.5 mclayγsat​ = 19 kN/m³Cc​ = 0.45, e0​ = 1.17 mwater tableX

A 7 m thick normally consolidated clay layer (γsat = 19 kN/m³, Cc = 0.45, e₀ = 1.1) lies below 2.5 m of sand (γ = 19 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 65 kPa. Treat the layer as one sublayer with the stresses at its mid-depth. Find the primary consolidation settlement S in mm.

sand: Hs = 2.5 m, γ = 19 kN/m³clay: H = 7 m, γsat = 19 kN/m³γw = 9.81 kN/m³Cc = 0.45e0 = 1.1Δσ = 65 kPa
S = mm
3.Medium
Δσ = 70 kPasandclayCc​ = 0.2, Cr​ = 0.06e0​ = 1σ′0​ = 105 kPaOCR = 36 mwater table

A 6 m thick overconsolidated clay layer has Cc = 0.2, Cr = 0.06 and e₀ = 1. At its mid-depth the effective vertical stress is 105 kPa and the overconsolidation ratio is OCR = 3. A new building adds 70 kPa of vertical stress at mid-depth. Find the primary consolidation settlement S in mm.

H = 6 mCc = 0.2Cr = 0.06e0 = 1σ′0 = 105 kPaOCR = 3Δσ = 70 kPa
S = mm
4.Medium
Δσ = 210 kPasandclayCc​ = 0.3, Cr​ = 0.05e0​ = 0.8σ′0​ = 100 kPaσ′p​ = 170 kPa6 mwater table

A 6 m thick overconsolidated clay layer has Cc = 0.3, Cr = 0.05 and e₀ = 0.8. At its mid-depth the effective vertical stress is 100 kPa and the preconsolidation pressure is 170 kPa. A new building adds 210 kPa of vertical stress at mid-depth. Find the primary consolidation settlement S in mm.

H = 6 mCc = 0.3Cr = 0.05e0 = 0.8σ′0 = 100 kPaσ′p = 170 kPaΔσ = 210 kPa
S = mm
5.Hard
sandclayH = 7 mcv​ = 3 m²/year7 mimpervious rockwater table

A clay layer 7 m thick has a coefficient of consolidation cv = 3 m²/year. It lies on impervious rock, with sand above it, so water drains out only at the top. For 70% average consolidation the time factor is Tv = 0.403. How many years t does the layer take to reach 70% consolidation?

H = 7 mcv = 3 m²/yearU = 70%Tv = 0.403single drainage
t = years
6.Hard
sandclayH = 5 mcv​ = 0.5 m²/year5 msandwater table

A clay layer 5 m thick has a coefficient of consolidation cv = 0.5 m²/year. It lies between two sand layers, so water drains out at the top and the bottom. For 80% average consolidation the time factor is Tv = 0.567. How many years t does the layer take to reach 80% consolidation?

H = 5 mcv = 0.5 m²/yearU = 80%Tv = 0.567double drainage
t = years

Answer key

  1. 1. S = 856.2 mm
  2. 2. S = 388.6 mm
  3. 3. S = 39.93 mm
  4. 4. S = 299.3 mm
  5. 5. t = 6.582 years
  6. 6. t = 7.088 years

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