2. Given: Refer to fig. 1 Δο, 1000 psf H1 = 8 ft H2 = 15 ft , H3 = 17 ft Sand: Vary = 110pcf ,Vsat = 115 pcf Clay : Vsat = 120pcf ,LL = 50% , eo = 0.90 Estimate the primary consolidation settlement if: a. The clay is normally consolidated b. The preconsolidation pressure is 2600 psf (Cr = 1/6 Cc)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. Given:
Refer to fig. 1
Aoy = 1000 psf
H1 = 8 ft
Sand: Ydry = 110pcf ,Vsat = 115 pcf
, H2 = 15 ft , H3 = 17 ft
Clay : Vsat = 120pcf ,LL = 50%
, eo = 0.90
Estimate the primary consolidation settlement if:
a. The clay is normally consolidated
b. The preconsolidation pressure is 2600 psf (Cr = 1/6 Cc)
Transcribed Image Text:2. Given: Refer to fig. 1 Aoy = 1000 psf H1 = 8 ft Sand: Ydry = 110pcf ,Vsat = 115 pcf , H2 = 15 ft , H3 = 17 ft Clay : Vsat = 120pcf ,LL = 50% , eo = 0.90 Estimate the primary consolidation settlement if: a. The clay is normally consolidated b. The preconsolidation pressure is 2600 psf (Cr = 1/6 Cc)
Weight of structure
W.T.
Sand layer
H2
Clay layer
Н
as
Compacted sand-
gravel layer
figure 1
Transcribed Image Text:Weight of structure W.T. Sand layer H2 Clay layer Н as Compacted sand- gravel layer figure 1
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