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Q2: For the soil profile and loading condition shown in Figure (2). Find: a) Final consolidation settlement. b) Time required for the settlement to be (42) mm. c) The settlement after 2 years. Surcharge Ag

Q2: For the soil profile and loading condition shown in Figure (2). Find: a) Final consolidation settlement. b) Time required for the settlement to be (42) mm. c) The settlement after 2 years. Surcharge Ag

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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Q2: For the soil profile and loading condition shown in Figure (2). Find: a) Final consolidation settlement. b) Time required for the settlement to be (42) mm. c) The settlement after 2 years. Surcharge Aq= 100 kPa 2 m Sand y= 19.5 kN/m 3 m Sand Ysat = 21 kN/ m Clay = 200 kN/m² C. = 0.2 C, = 3.4 m/yr Ysat = 19 kN/m 8 m e, = 0.85 C, = 0.04 Impervious layer Fig. 2
Transcribed Image Text:Q2: For the soil profile and loading condition shown in Figure (2). Find: a) Final consolidation settlement. b) Time required for the settlement to be (42) mm. c) The settlement after 2 years. Surcharge Aq= 100 kPa 2 m Sand y= 19.5 kN/m 3 m Sand Ysat = 21 kN/ m Clay = 200 kN/m² C. = 0.2 C, = 3.4 m/yr Ysat = 19 kN/m 8 m e, = 0.85 C, = 0.04 Impervious layer Fig. 2
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