Q: For the soil profile shown in figure. Determine the: a) Final consolidation settlement. b) Time (in month) required for 50% consolidation. c) Time (in month) required for the settlement to be (32) mm. d) Effective stress at the mid of the clay layer immediately after applying the load. Pore water pressure at the mid of the clay at the end of consolidation. f) Time (in month) required for full consolidation. g) value of maximum preconsolidation pressure (õp)at which the clay is considered as normally consolidated clay. Note: use yy= 10 kN/m' Surcharge Aq.- 60 kPa El. 0 Sand y= 15 kN/m³ El. -3 m Sand y= 17 kN/ m El. -6 m Clay Ys = 19.5 kN/m e = 0.81 C, = 1.5 m/ yr O.C.R =1.6 C. = 0.15 C, = 0.02 El. -10 m Sand
Q: For the soil profile shown in figure. Determine the: a) Final consolidation settlement. b) Time (in month) required for 50% consolidation. c) Time (in month) required for the settlement to be (32) mm. d) Effective stress at the mid of the clay layer immediately after applying the load. Pore water pressure at the mid of the clay at the end of consolidation. f) Time (in month) required for full consolidation. g) value of maximum preconsolidation pressure (õp)at which the clay is considered as normally consolidated clay. Note: use yy= 10 kN/m' Surcharge Aq.- 60 kPa El. 0 Sand y= 15 kN/m³ El. -3 m Sand y= 17 kN/ m El. -6 m Clay Ys = 19.5 kN/m e = 0.81 C, = 1.5 m/ yr O.C.R =1.6 C. = 0.15 C, = 0.02 El. -10 m Sand
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter11: Ground Improvement
Section: Chapter Questions
Problem 11.6P
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Q: For the soil profile shown in figure. Determine the: a) Final consolidation settlement. b) Time (in month) required for 50% consolidation. c) Time (in month) required for the settlement to be (32) mm. d) Effective stress at the mid of the clay layer immediately after applying the load. e) Pore water pressure at the mid of the clay at the end of consolidation. f) Time (in month) required for full consolidation. g) value of maximum preconsolidation pressure (Gp)at which the clay is considered as normally consolidated clay. Note: use y,, =10 kN/m’® Surcharge Aq.~ 60 kPa ELO Sand =15 kN/m* EL-3m Y Sand y=17kN/ m® - EL-6m Clay Y= 19.5 kN/m’ 0.CR=1.6 e=081 Ce=0.15 Sm¥ yr C,=0.02 EL-10m Sand
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