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With the soil profile as shown below, if the water table gradually drops to elevation (E) = -6 m, then the settlement is GWT G.L. El =0 Ya- 19.43 kN/m Yary- 17.53 kN/m Sand El = -10 m my- 0.02 cm/kg cy-0.20 cm/min Y19.62 kN/m Clay El = -16 m Sand El=-20 m Rock (a) 5.80 cm (c) 2.40 cm (b) 4.20 сm (d) 6.10 cm

With the soil profile as shown below, if the water table gradually drops to elevation (E) = -6 m, then the settlement is GWT G.L. El =0 Ya- 19.43 kN/m Yary- 17.53 kN/m Sand El = -10 m my- 0.02 cm/kg cy-0.20 cm/min Y19.62 kN/m Clay El = -16 m Sand El=-20 m Rock (a) 5.80 cm (c) 2.40 cm (b) 4.20 сm (d) 6.10 cm

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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With the soil profile as shown below, if the water table gradually drops to elevation (E) = -6 m, then the settlement is GWT G.L. El =0 Ya- 19.43 kN/m Yary- 17.53 kN/m Sand El = -10 m my- 0.02 cm/kg cy-0.20 cm/min Y 19.62 kN/m Clay El = -16 m Sand El=-20 m Rock (a) 5.80 cm (c) 2.40 cm (b) 4.20 cm (d) 6.10 cm
Transcribed Image Text:With the soil profile as shown below, if the water table gradually drops to elevation (E) = -6 m, then the settlement is GWT G.L. El =0 Ya- 19.43 kN/m Yary- 17.53 kN/m Sand El = -10 m my- 0.02 cm/kg cy-0.20 cm/min Y 19.62 kN/m Clay El = -16 m Sand El=-20 m Rock (a) 5.80 cm (c) 2.40 cm (b) 4.20 cm (d) 6.10 cm
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