Q: For the soil profile shown in figure. Find: a) Final consolidation settlement. b) Time required for 60% consolidation. c) Pore water pressure after 18 months. d) Piezometer reading above point (A) immediately after applying the load. Surcharge Aq.= 100 kPa El. 0 Sand y=15 kN/m³ El. -3 m Sand y=17 kN/ m³ El. -6 m Ys = 18 kN/m O.C.R =1.2 Clay e = 0.81 C = 0.1 C,-1.5 m/ yr C, = 0.02 A El. -9 El. -10 m DI Piezometer
Q: For the soil profile shown in figure. Find: a) Final consolidation settlement. b) Time required for 60% consolidation. c) Pore water pressure after 18 months. d) Piezometer reading above point (A) immediately after applying the load. Surcharge Aq.= 100 kPa El. 0 Sand y=15 kN/m³ El. -3 m Sand y=17 kN/ m³ El. -6 m Ys = 18 kN/m O.C.R =1.2 Clay e = 0.81 C = 0.1 C,-1.5 m/ yr C, = 0.02 A El. -9 El. -10 m DI Piezometer
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q: For the soil profile shown in figure. Find: a) Final consolidation settlement. b) Time required for 60% consolidation. c) Pore water pressure after 18 months. d) Piezometer reading above point (A) immediately after applying the load. Surcharge Aq.= 100 kPa Sand y=15kN/m’ 7kN/ m® Piezometer t AT ol g thefity i
Transcribed Image Text:Q: For the soil profile shown in figure. Find:
a) Final consolidation settlement.
b) Time required for 60% consolidation.
c) Pore water pressure after 18 months.
d) Piezometer reading above point (A) immediately after applying the load.
Surcharge Aq=100 kPa
El. 0
XXX
Sand y= 15 kN/m
El. -3 m
Sand y= 17 kN/ m
El. -6 m
Ys = 18 kN/m
O.C.R =1.2
Clay
e = 0.81
C. = 0.1
C, - 1.5 m/ yr
C, = 0.02
El. -9
El. -10 m
Rock
T=0
T=0.05
0.50
F0.80
-0.848
0.1
0.2
0.3
0.4
0.6
0.7
0.8
0.9
1.0
0.5
Consolidation ratio U,
Piezometer
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