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Active thrust with surcharge and water table

Short answer

Rankine Ka = 0.333; total active thrust is 152 kN/m horizontal (perpendicular to the back), applied 2.33 m above the base.

A 6 m high retaining wall having a vertical back has horizontal cohesion-less backfill having γ=17 kN/m3\gamma = 17\ \text{kN/m}^3, ϕ=30∘\phi = 30^\circ and carrying a uniform surcharge of 25 kN/m225\ \text{kN/m}^2. It has a water table at a depth of 3.5 m from the base of the retaining wall (as printed). Determine the magnitude and direction of the total active thrust. Take γsat=21 kN/m3\gamma_{sat} = 21\ \text{kN/m}^3.

Reading of the data: the water table is stated "at 3.5 m from the base of the retaining wall (as printed)", i.e. it lies below the base of the 6 m wall. The backfill within the wall height is then above the water table and γ=17\gamma = 17 kN/m3^3 is used; γsat\gamma_{sat} does not enter. (An alternative reading, with the water table 3.5 m below the top, is given at the end.)

Smooth vertical back and horizontal backfill, so Rankine applies and the thrust is horizontal.

Ka=tan⁡2(45∘−15∘)=0.3333K_a = \tan^2(45^\circ - 15^\circ) = 0.3333

Pressures (kN/m2^2)

  • Top: Kaq=0.3333×25=8.33K_a q = 0.3333\times25 = 8.33
  • Base: Ka(q+γH)=0.3333×(25+17×6)=42.33K_a(q + \gamma H) = 0.3333\times(25 + 17\times6) = 42.33

Thrust

PartForce (kN/m)Arm above base (m)
Surcharge (rectangle) KaqH=0.3333×25×6K_a q H = 0.3333\times25\times650.003.00
Soil (triangle) 12KaγH2\tfrac12 K_a\gamma H^2102.002.00
Total152.002.33

Answer: total active thrust Pa=152P_a = 152 kN/m, horizontal (perpendicular to the wall back), acting 2.33 m above the base.

Alternative reading (water table 3.5 m below the top, γsat=21\gamma_{sat}=21, γ′=11.19\gamma'=11.19): pressures are 8.33 (top), 28.17 (at 3.5 m), 37.49 (base, effective) plus water 0 to 24.53. The total thrust is then 176.6 kN/m (soil 145.9 + water 30.7), acting 2.12 m above the base.

✓ Answer checked by Claude Sonnet 5.5

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