A rectangular footing of 4m × 3m is founded at a depth of 2m below the ground surface in a (C-$) soil having a cohesion c=32 kN/m^2 and angle of shearing resistance, $= 25°. The water table is at a depth of 6m below ground level. The unit weight of soil above the water table is 17 kN/m^3. Determine -(Using Meyerhof's bearing capacity factors) (1) The ultimate bearing capacity of the soil (2) The net bearing capacity (3) The net ultimate bearing pressure
A rectangular footing of 4m × 3m is founded at a depth of 2m below the ground surface in a (C-$) soil having a cohesion c=32 kN/m^2 and angle of shearing resistance, $= 25°. The water table is at a depth of 6m below ground level. The unit weight of soil above the water table is 17 kN/m^3. Determine -(Using Meyerhof's bearing capacity factors) (1) The ultimate bearing capacity of the soil (2) The net bearing capacity (3) The net ultimate bearing pressure
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular footing of 4m × 3m is founded at a depth of 2m below the ground surface in a (C-$) soil having a cohesion c=32 kN/m^2 and angle of shearing resistance, $= 25°. The water table is at a depth of 6m below ground level. The unit weight of soil above the water table is 17 kN/m^3. Determine -(Using Meyerhof's bearing capacity factors)
(1) The ultimate bearing capacity of the soil
(2) The net bearing capacity
(3) The net ultimate bearing pressure

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of 4mx 3 m is faunded at a depth
Of 2m below the gmound surtface in a (e- $ ) soil
e in a (c-4) soil
havir
a cohesion e= 32 KN/m and
angeleof sheating
e water table is at a depth of
6m below ground level The unit weight of oil above
17 kN/m? Determéne -(Uning
meyenhof's Bearing capacity Factors)
resintance, =35° The
the water table in
) The utimate beaning capacity of the soil,
(i) The net bearúng capacity
( ng prensune
i) The net allowable bearé
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