A retaining wall is shown in Figure 11.23. Determine Rankine's active force, Pa, per unit length of the wall and the location of the resultant in each of the following cases: a) H=6 m, H₁ = 2 m, y₁ = 16 kN/m³, y2 =19 kN/m³, d'1 = 32°, '2 = 36°, q = 15 kN/m² b) H= 5m, H₁ = 1.5 m, y₁= 17.2 kN/m³, y2 = 20.4 kN/m³, d'1 = 30°, '2 = 34°, q= 19.15 kN/m² Surcharge q H Frictionless wall H₂ Sand 7₁ -0 Groundwater table Sand ₂ (saturated unit weight) 0₂ =0

Structural Analysis
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Chapter2: Loads On Structures
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A retaining wall is shown in Figure 11.23. Determine Rankine's active force, Pa, per unit length of
the wall and the location of the resultant in each of the following cases:
a) H=6 m, H₁ = 2 m, y₁ = 16 kN/m³, y2 =19 kN/m³, d'1 = 32°, '2 = 36°, q = 15 kN/m²
b) H= 5m, H₁ = 1.5 m, y₁ = 17.2 kN/m³, y2 = 20.4 kN/m³, d'1 = 30°, '2 = 34°, q = 19.15 kN/m²
Surcharge=g
H
Frictionless wall
H₂
Sand
7₁
-0
Groundwater table
Sand
7₂ (saturated unit weight)
0₂
=0
Transcribed Image Text:A retaining wall is shown in Figure 11.23. Determine Rankine's active force, Pa, per unit length of the wall and the location of the resultant in each of the following cases: a) H=6 m, H₁ = 2 m, y₁ = 16 kN/m³, y2 =19 kN/m³, d'1 = 32°, '2 = 36°, q = 15 kN/m² b) H= 5m, H₁ = 1.5 m, y₁ = 17.2 kN/m³, y2 = 20.4 kN/m³, d'1 = 30°, '2 = 34°, q = 19.15 kN/m² Surcharge=g H Frictionless wall H₂ Sand 7₁ -0 Groundwater table Sand 7₂ (saturated unit weight) 0₂ =0
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