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 = 90 kPasandγ = 18.5 kN/m³2.5 mclayγsat​ = 18.5 kN/m³Cc​ = 0.45, e0​ = 1.38 mwater tableX

An 8 m thick normally consolidated clay layer (γsat = 18.5 kN/m³, Cc = 0.45, e₀ = 1.3) 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 90 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 = 18.5 kN/m³γw = 9.81 kN/m³Cc = 0.45e0 = 1.3Δσ = 90 kPa
S = mm
2.Easy
Δσ = 25 kPasandγ = 17.5 kN/m³3 mclayγsat​ = 19.5 kN/m³Cc​ = 0.35, e0​ = 1.34 mwater tableX

A 4 m thick normally consolidated clay layer (γsat = 19.5 kN/m³, Cc = 0.35, e₀ = 1.3) lies below 3 m of sand (γ = 17.5 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 25 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 = 17.5 kN/m³clay: H = 4 m, γsat = 19.5 kN/m³γw = 9.81 kN/m³Cc = 0.35e0 = 1.3Δσ = 25 kPa
S = mm
3.Medium
Δσ = 110 kPasandclayCc​ = 0.3, Cr​ = 0.04e0​ = 1.2σ′0​ = 80 kPaσ′p​ = 110 kPa5 mwater table

A 5 m thick overconsolidated clay layer has Cc = 0.3, Cr = 0.04 and e₀ = 1.2. At its mid-depth the effective vertical stress is 80 kPa and the preconsolidation pressure is 110 kPa. A new building adds 110 kPa of vertical stress at mid-depth. Find the primary consolidation settlement S in mm.

H = 5 mCc = 0.3Cr = 0.04e0 = 1.2σ′0 = 80 kPaσ′p = 110 kPaΔσ = 110 kPa
S = mm
4.Medium
Δσ = 30 kPasandclayCc​ = 0.25, Cr​ = 0.05e0​ = 0.95σ′0​ = 70 kPaσ′p​ = 160 kPa6 mwater table

A 6 m thick overconsolidated clay layer has Cc = 0.25, Cr = 0.05 and e₀ = 0.95. At its mid-depth the effective vertical stress is 70 kPa and the preconsolidation pressure is 160 kPa. A new building adds 30 kPa of vertical stress at mid-depth. Find the primary consolidation settlement S in mm.

H = 6 mCc = 0.25Cr = 0.05e0 = 0.95σ′0 = 70 kPaσ′p = 160 kPaΔσ = 30 kPa
S = mm
5.Hard
sandclayH = 2.5 mcv​ = 0.8 m²/year2.5 msandwater table

A clay layer 2.5 m thick has a coefficient of consolidation cv = 0.8 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 = 2.5 mcv = 0.8 m²/yearU = 80%Tv = 0.567double drainage
t = years
6.Hard
sandclayH = 9.5 mcv​ = 2.5 m²/year9.5 msandwater table

A clay layer 9.5 m thick has a coefficient of consolidation cv = 2.5 m²/year. It lies between two sand layers, so water drains out at the top and the bottom. For 60% average consolidation the time factor is Tv = 0.287. How many years t does the layer take to reach 60% consolidation?

H = 9.5 mcv = 2.5 m²/yearU = 60%Tv = 0.287double drainage
t = years

Answer key

  1. 1. S = 507.9 mm
  2. 2. S = 78.9 mm
  3. 3. S = 174.4 mm
  4. 4. S = 23.83 mm
  5. 5. t = 1.107 years
  6. 6. t = 2.59 years

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