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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 

A trectangular footing
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
Transcribed Image Text:A trectangular footing 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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