9.14 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 Sand Yay - 18.6 kN/m W.T. Sand yet= 19.0 kN/m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Subject: Geotechnical engineering
9.14 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 Yary = 18.6 kN/m
6.8
W.T.
Sand ywet = 19.0 kN/m³
12.5
Clay Yet " 185 kN/m²
eg = 0.86, LL = 42, PL = 18
17.5
Z, m
Gravel yt - 19.2 kN/m³
Transcribed Image Text:9.14 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 Yary = 18.6 kN/m 6.8 W.T. Sand ywet = 19.0 kN/m³ 12.5 Clay Yet " 185 kN/m² eg = 0.86, LL = 42, PL = 18 17.5 Z, m Gravel yt - 19.2 kN/m³
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