16.1 A 5 m high vertical wall retains an overconsolidated soil where OCR = 1.5, c' = 0, 6' = 33°, and y = 18.0 kN/m?. Determine the magnitude and location of the thrust on the GL 2 m 3 m Sand (y = 16.5 kN/m2; K, = 0.45) %3D wall, assuming that the soil is at rest. GWL 16.2 In Problem 16.1, if the entire soil behind the wall is sub- merged with the water level at the ground surface, determine the magnitude and the location of the horizontal load on the wall, assuming the at-rest condition. Use Ya = 20 kN/m. 4 m Clay (Y = 19.0 kN/m²; K, = 0.55) %3D 16.3 The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and B, assuming at-rest B conditions. FIGURE P16.3
16.1 A 5 m high vertical wall retains an overconsolidated soil where OCR = 1.5, c' = 0, 6' = 33°, and y = 18.0 kN/m?. Determine the magnitude and location of the thrust on the GL 2 m 3 m Sand (y = 16.5 kN/m2; K, = 0.45) %3D wall, assuming that the soil is at rest. GWL 16.2 In Problem 16.1, if the entire soil behind the wall is sub- merged with the water level at the ground surface, determine the magnitude and the location of the horizontal load on the wall, assuming the at-rest condition. Use Ya = 20 kN/m. 4 m Clay (Y = 19.0 kN/m²; K, = 0.55) %3D 16.3 The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and B, assuming at-rest B conditions. FIGURE P16.3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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please, solve question 16.3
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Transcribed Image Text:16.1 A 5 m high vertical wall retains an overconsolidated soil
where OCR = 1.5, c' = 0, ' = 33°, and y = 18.0 kN/m.
Determine the magnitude and location of the thrust on the
GL
2 m
3 m
Sand (y = 16.5 kN/m2; K, 0.45)
wall, assuming that the soil is at rest.
GWL
16.2 In Problem 16.1, if the entire soil behind the wall is sub-
merged with the water level at the ground surface, determine
the magnitude and the location of the horizontal load on the
wall, assuming the at-rest condition. Use ya = 20 kN/m.
4 m
Clay (Ya = 19.0 kN/m; K, = 0.55)
%3D
16.3 The soil profile at a site is shown Figure P16.3. Find the
total horizontal normal stresses at A and B, assuming at-rest
В
conditions.
FIGURE P16.3
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