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The soil profile for a future building construction site is shown in the following figure. The proposed footing is a 6.0 m diameter circular one with q = 200 kN/m² as shown. Estimate the final primary consolidation settlement of the 5 m thick normally consolidated clay layer. T = 3.0 m q = 200 kN/m² 5.3 Sand ydry = 18.6 kN/m³ %3D 6.8 W.T. Sand ywet = 19.0 kN/m³ 12.5 Clay Ywet = 18.5 kN/m³ eo = 0.86, LL = 42, PL = 18 17.5 Gravel ywet = 19.2 kN/m³ Z, m

The soil profile for a future building construction site is shown in the following figure. The proposed footing is a 6.0 m diameter circular one with q = 200 kN/m² as shown. Estimate the final primary consolidation settlement of the 5 m thick normally consolidated clay layer. T = 3.0 m q = 200 kN/m² 5.3 Sand ydry = 18.6 kN/m³ %3D 6.8 W.T. Sand ywet = 19.0 kN/m³ 12.5 Clay Ywet = 18.5 kN/m³ eo = 0.86, LL = 42, PL = 18 17.5 Gravel ywet = 19.2 kN/m³ Z, m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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ANSWER MUST BE EXACT: Sf = 0.0404 m

The soil profile for a future building construction site is shown in the following figure. The proposed footing is a 6.0 m diameter circular one with q = 200 kN/m² as shown. Estimate the final primary consolidation settlement of the 5 m thick normally consolidated clay layer. T= 3.0 m -q = 200 kN/m² 5.3 Sand ydry = 18.6 kN/m³ 6.8 W.T. Sand ywet = 19.0 kN/m³ 12.5 Clay Ywet = 18.5 kN/m³ eo = 0.86, LL = 42, PL = 18 17.5 Gravel Ywet 19.2 kN/m3 Z, m 1
Transcribed Image Text:The soil profile for a future building construction site is shown in the following figure. The proposed footing is a 6.0 m diameter circular one with q = 200 kN/m² as shown. Estimate the final primary consolidation settlement of the 5 m thick normally consolidated clay layer. T= 3.0 m -q = 200 kN/m² 5.3 Sand ydry = 18.6 kN/m³ 6.8 W.T. Sand ywet = 19.0 kN/m³ 12.5 Clay Ywet = 18.5 kN/m³ eo = 0.86, LL = 42, PL = 18 17.5 Gravel Ywet 19.2 kN/m3 Z, m 1
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