1-Calculate amount of secondary compression in terms of inches 10 years following end of the primary...
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1-Calculate amount of secondary compression in terms of inches 10 years following end of the primary consolidation. S.sc ang (12)= Coefficient of secondary compression=0.035 Thickness of clay layer- 20 ft Time needed for primary consolidation=5 years Void ratio at the end of consolidation=0.85 2- Find amount of consolidation settlement: Ce-0.30, Cs-0.08, eo-1.00, maximum past pressure=2,600 psf. Pressure increase at the middle of clay layer (Ao)=310 psf Yd,sand=120 pcf Ysat,sand 124 pcf Ysat,clay=125 pcf Bedrock 12 ft 6 ft He 22ft Sand Overconsolidated Clay 1-Calculate amount of secondary compression in terms of inches 10 years following end of the primary consolidation. S.sc ang (12)= Coefficient of secondary compression=0.035 Thickness of clay layer- 20 ft Time needed for primary consolidation=5 years Void ratio at the end of consolidation=0.85 2- Find amount of consolidation settlement: Ce-0.30, Cs-0.08, eo-1.00, maximum past pressure=2,600 psf. Pressure increase at the middle of clay layer (Ao)=310 psf Yd,sand=120 pcf Ysat,sand 124 pcf Ysat,clay=125 pcf Bedrock 12 ft 6 ft He 22ft Sand Overconsolidated Clay 1-Calculate amount of secondary compression in terms of inches 10 years following end of the primary consolidation. S.sc ang (12)= Coefficient of secondary compression=0.035 Thickness of clay layer- 20 ft Time needed for primary consolidation=5 years Void ratio at the end of consolidation=0.85 2- Find amount of consolidation settlement: Ce-0.30, Cs-0.08, eo-1.00, maximum past pressure=2,600 psf. Pressure increase at the middle of clay layer (Ao)=310 psf Yd,sand=120 pcf Ysat,sand 124 pcf Ysat,clay=125 pcf Bedrock 12 ft 6 ft He 22ft Sand Overconsolidated Clay
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Related Book For
Business research methods
ISBN: 978-1439080672
8th Edition
Authors: William G Zikmund, Barry J. Babin, Jon C. Carr, Mitch Griff
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