For the proposed fill shown in Figure 11.29, assume the ultimate consolidation settlement is 1.6 ft. The owner wants to build a structure on top of the fill. The structure can withstand a total settlement of 4 in. How long must the owner wait after placement of the fill before building the structure on top of the fill? Use the simplified method.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Proposed fill
Silty sand (SM)
Soft clay (CL)
Cy = 0.17 ft²/day
Stiff clay (CH)
(assume impermeable)
y = 120 lb/ft³
24 ft.
F.I
20 ft
10 ft
FIGURE 11.29 Soil profile for Problems 11.5-11.7
and 11.10.
: 10 ft
25 ft
Transcribed Image Text:Proposed fill Silty sand (SM) Soft clay (CL) Cy = 0.17 ft²/day Stiff clay (CH) (assume impermeable) y = 120 lb/ft³ 24 ft. F.I 20 ft 10 ft FIGURE 11.29 Soil profile for Problems 11.5-11.7 and 11.10. : 10 ft 25 ft
For the proposed fill shown in Figure 11.29, assume the ultimate consolidation settlement
is 1.6 ft. The owner wants to build a structure on top of the fill. The structure can withstand
a total settlement of 4 in. How long must the owner wait after placement of the fill before
building the structure on top of the fill? Use the simplified method.
Transcribed Image Text:For the proposed fill shown in Figure 11.29, assume the ultimate consolidation settlement is 1.6 ft. The owner wants to build a structure on top of the fill. The structure can withstand a total settlement of 4 in. How long must the owner wait after placement of the fill before building the structure on top of the fill? Use the simplified method.
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