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The soil profile for a future building construction site is shown in th following figure. The proposed footing is a 6.0 m diameter circular on with q = 200 kN/m² as shown. Estimate the final primary consolidatio settlement of the 5 m thick normally consolidated clay layer. r = 3.0 m 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 Z, m Gravel Ywet 19.2 kN/m³

The soil profile for a future building construction site is shown in th following figure. The proposed footing is a 6.0 m diameter circular on with q = 200 kN/m² as shown. Estimate the final primary consolidatio settlement of the 5 m thick normally consolidated clay layer. r = 3.0 m 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 Z, m Gravel Ywet 19.2 kN/m³

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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. r = 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 18.5 kN/m³ Clay Ywet = eo = 0.86, LL = 42, PL = 18 17.5 Gravel ywet 19.2 kN/m³ Z, m
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. r = 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 18.5 kN/m³ Clay Ywet = eo = 0.86, LL = 42, PL = 18 17.5 Gravel ywet 19.2 kN/m³ Z, m
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