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A soil profile is shown in Figure 8.23. The preconsolidation pressure is 3400 lb/ft. Estimate the primary consolidation settlement that will take place as a result of a surcharge Δσ 1500 lb/ft. Assume C, = 1/5 Ce

A soil profile is shown in Figure 8.23. The preconsolidation pressure is 3400 lb/ft. Estimate the primary consolidation settlement that will take place as a result of a surcharge Δσ 1500 lb/ft. Assume C, = 1/5 Ce

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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surcharge of 1000 lb/ft?? Assume C, = 1/6 C. 8.6 A soil profile is shown in Figure 8.23. The preconsolidation pressure is 3400 lb/ft?. Estimate the primary consolidation settlement that will take place as a result of a surcharge Ao = 1500 lb/ft. Assume C, = 1/5 C. %3D %3D Aa Dry sand 90=2 G, = 2.65 10 ft Groundwater table Sand 10 ft- G, = 265 Clay 10 ft W= 30% G,= 2.7 Liquid limit=35 Rock Figure 8.23 aning. All Rights Reserved. May not he copied, scanned or duplicated in whole or in Due to olectrIGK nhu scme third parry COnent may be suppressed inm the eBook andoreChupters
Transcribed Image Text:surcharge of 1000 lb/ft?? Assume C, = 1/6 C. 8.6 A soil profile is shown in Figure 8.23. The preconsolidation pressure is 3400 lb/ft?. Estimate the primary consolidation settlement that will take place as a result of a surcharge Ao = 1500 lb/ft. Assume C, = 1/5 C. %3D %3D Aa Dry sand 90=2 G, = 2.65 10 ft Groundwater table Sand 10 ft- G, = 265 Clay 10 ft W= 30% G,= 2.7 Liquid limit=35 Rock Figure 8.23 aning. All Rights Reserved. May not he copied, scanned or duplicated in whole or in Due to olectrIGK nhu scme third parry COnent may be suppressed inm the eBook andoreChupters
GL t1.0m Silty sand. 4.0 m 2.5 m Clay Bedrock Figure 8.24
Transcribed Image Text:GL t1.0m Silty sand. 4.0 m 2.5 m Clay Bedrock Figure 8.24
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