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Q: For the soil profile shown in figure. a) Determine the final consolidation settlement. b) If the settlement after 15 months of load application is 25 mm, what will be the settlement after 3.5 years? c) Piezometer reading at points (A, B, C) immediately after applying the load. Surcharge Aq,= 140 kPa El. 0 Sand y= 17 kN/ m³ El. -3 1.5 m Clay Ys = 20 kN/m³ e = 0.8 A • 2.5 m L.L= 38 2.5 m C, = 0.12 C. O.C.R =3 1.5 m El. -11 Gravelly Sand 2 T, =7 Vau for Uay S 60% T = 1.781 – 0.933 log( 100 – Uau% ) for Uay > 60% Piezometer

Q: For the soil profile shown in figure. a) Determine the final consolidation settlement. b) If the settlement after 15 months of load application is 25 mm, what will be the settlement after 3.5 years? c) Piezometer reading at points (A, B, C) immediately after applying the load. Surcharge Aq,= 140 kPa El. 0 Sand y= 17 kN/ m³ El. -3 1.5 m Clay Ys = 20 kN/m³ e = 0.8 A • 2.5 m L.L= 38 2.5 m C, = 0.12 C. O.C.R =3 1.5 m El. -11 Gravelly Sand 2 T, =7 Vau for Uay S 60% T = 1.781 – 0.933 log( 100 – Uau% ) for Uay > 60% Piezometer

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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Q: For the soil profile shown in figure. a) Determine the final consolidation settlement. b) If the settlement after 15 months of load application is 25 mm, what will be the settlement after 3.5 years? c) Piezometer reading at points (A, B, C) immediately after applying the load. Surcharge Aq,= 140 kPa El. 0 Sand y= 17 kN/ m³ El. -3 1.5 m Clay Ys = 20 kN/m³ e = 0.8 A • 2.5 m B • L.L= 38 2.5 m C, = 0.12 C. O.C.R =3 1.5 m El. -11 Gravelly Sand 2 T, =- Uay 4 for Uay < 60% T, = 1.781 – 0.933 log( 100 - Ua,% ) for Ua > 60% Piezometer
Transcribed Image Text:Q: For the soil profile shown in figure. a) Determine the final consolidation settlement. b) If the settlement after 15 months of load application is 25 mm, what will be the settlement after 3.5 years? c) Piezometer reading at points (A, B, C) immediately after applying the load. Surcharge Aq,= 140 kPa El. 0 Sand y= 17 kN/ m³ El. -3 1.5 m Clay Ys = 20 kN/m³ e = 0.8 A • 2.5 m B • L.L= 38 2.5 m C, = 0.12 C. O.C.R =3 1.5 m El. -11 Gravelly Sand 2 T, =- Uay 4 for Uay < 60% T, = 1.781 – 0.933 log( 100 - Ua,% ) for Ua > 60% Piezometer
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