H.W: A retaining wall is battered away from the fill from bottom to top at an angle of 15° with the vertical. Height of the wall is 6 m. The fill slopes upwards at an angle 20° away from the rest of the wall. The friction angle is 30° and wall friction angle is 20°. Using Coulomb's wedge theory, determined the total active and passive thrusts on the wall, and Check the concrete retaining wall shown in below Figure, considering rotating, sliding, and pressure of wall base. Assuming Ysol = 20 kN/m² and Yconcrete = 24 kN/m³

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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H.W: A retaining wall is battered away from the fill from bottom to top at
an angle of 15° with the vertical. Height of the wall is 6 m. The fill slopes
upwards at an angle 20° away from the rest of the wall. The friction angle is
30° and wall friction angle is 20°. Using Coulomb's wedge theory,
determined the total active and passive thrusts on the wall, and Check the
concrete retaining wall shown in below Figure, considering rotating, sliding.
and pressure of wall base. Assuming Ysoil = 20 kN/m³ and Yconcrete = 24 kN/m³
B = 20⁰
0.5 m
y = 20 kN/m³
= 30°
8 = 20⁰
2 m
1 m
75°
3.0 m
80⁰
6 m
Sand
y = 20 kN/m³
$ = 30°
8 = 20⁰
0.5 m
1.0 m
Transcribed Image Text:H.W: A retaining wall is battered away from the fill from bottom to top at an angle of 15° with the vertical. Height of the wall is 6 m. The fill slopes upwards at an angle 20° away from the rest of the wall. The friction angle is 30° and wall friction angle is 20°. Using Coulomb's wedge theory, determined the total active and passive thrusts on the wall, and Check the concrete retaining wall shown in below Figure, considering rotating, sliding. and pressure of wall base. Assuming Ysoil = 20 kN/m³ and Yconcrete = 24 kN/m³ B = 20⁰ 0.5 m y = 20 kN/m³ = 30° 8 = 20⁰ 2 m 1 m 75° 3.0 m 80⁰ 6 m Sand y = 20 kN/m³ $ = 30° 8 = 20⁰ 0.5 m 1.0 m
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