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How is Ic = 0.3682 calculated through ratio and proportion? Show complete solution and neat handwriting.

How is Ic = 0.3682 calculated through ratio and proportion? Show complete solution and neat handwriting.

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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How is Ic = 0.3682 calculated through ratio and proportion? Show complete solution and neat handwriting.

Pressure increase below a rectangular area by Boussinesq, directly at the center qolc__%o=pressure at the base of footing 1875 kN Ao = P = -= 150 kPa A 2.5m x 5m Determine Ic from Table 6.5 L 3.25 = 2.6 m1 В = 2 2.5 В 2.5 2 2 Note: z is measured from base of footing up to center of clay layer. Table 6.5 Variation of l̟ with m, and n By Ratio & Proportion, Ic = 0.3682 %3D Ao = q,Ic = 150(0.3682) = 55.23 kPa n; 1 2 3 Thus, Consolidation Settlement 1.80 0.388 0.534 0.573 2.5m (0.32) log- 52.83 + 55.23 2.00 0.336 0.481 0.525 3.00 0.179 0.293 0.348 1+ 0.8 52.83 4.00 0.108 0.190 0.241 dc = = 0.138m — 138 тт 67
Transcribed Image Text:Pressure increase below a rectangular area by Boussinesq, directly at the center qolc__%o=pressure at the base of footing 1875 kN Ao = P = -= 150 kPa A 2.5m x 5m Determine Ic from Table 6.5 L 3.25 = 2.6 m1 В = 2 2.5 В 2.5 2 2 Note: z is measured from base of footing up to center of clay layer. Table 6.5 Variation of l̟ with m, and n By Ratio & Proportion, Ic = 0.3682 %3D Ao = q,Ic = 150(0.3682) = 55.23 kPa n; 1 2 3 Thus, Consolidation Settlement 1.80 0.388 0.534 0.573 2.5m (0.32) log- 52.83 + 55.23 2.00 0.336 0.481 0.525 3.00 0.179 0.293 0.348 1+ 0.8 52.83 4.00 0.108 0.190 0.241 dc = = 0.138m — 138 тт 67
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