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A rectangular footing of size 3 x 2 m is founded at a depth of 1.5 m in a clay stratum of very stiff consistency. A clay layer of medium consistency is located at a depth of 1.5 m (= H) below the bottom of the footing (Fig. Ex. 12.17). The soil parameters of the two clay layers are as follows: Top clay layer: ce, 175 kN/m2 Shallow Foundation 1: Ultimate Bearing Capacity :D = 1.5 m. Very stiff clay c = 175 kN/m? En =17.5 kN/m BxL = 2 x3 m H= 1.5 m Layer 1 Soft clay C2 = 40 kN/m? Y2 = 17.0 kN/m Layer 2 %3!

A rectangular footing of size 3 x 2 m is founded at a depth of 1.5 m in a clay stratum of very stiff consistency. A clay layer of medium consistency is located at a depth of 1.5 m (= H) below the bottom of the footing (Fig. Ex. 12.17). The soil parameters of the two clay layers are as follows: Top clay layer: ce, 175 kN/m2 Shallow Foundation 1: Ultimate Bearing Capacity :D = 1.5 m. Very stiff clay c = 175 kN/m? En =17.5 kN/m BxL = 2 x3 m H= 1.5 m Layer 1 Soft clay C2 = 40 kN/m? Y2 = 17.0 kN/m Layer 2 %3!

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular footing of size 3 x 2 m is founded at a depth of 1.5 m in a clay stratum of very stiff consistency. A clay layer of medium consistency is located at a depth of 1.5 m (= H) below the bottom of the footing (Fig. Ex. 12.17). The soil parameters of the two clay layers are as follows: Top clay layer: c = 175 kN/m2 Shallow Foundation I: Ultimate Bearing Capacity D, = 1.5 m3 Very stiff clay c, = 175 kN/m? Y = 17.5 kN/m BxL 2x3 m H = 1.5 m Layer 1 Soft clay 2 = 40 kN/m? Y2 = 17.0 kN/m Layer 2 Figure Ex. 12.17
Transcribed Image Text:A rectangular footing of size 3 x 2 m is founded at a depth of 1.5 m in a clay stratum of very stiff consistency. A clay layer of medium consistency is located at a depth of 1.5 m (= H) below the bottom of the footing (Fig. Ex. 12.17). The soil parameters of the two clay layers are as follows: Top clay layer: c = 175 kN/m2 Shallow Foundation I: Ultimate Bearing Capacity D, = 1.5 m3 Very stiff clay c, = 175 kN/m? Y = 17.5 kN/m BxL 2x3 m H = 1.5 m Layer 1 Soft clay 2 = 40 kN/m? Y2 = 17.0 kN/m Layer 2 Figure Ex. 12.17
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