(a) A one-dimensional laboratory consolidation test was performed on a soil sample. The height of the...
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(a) A one-dimensional laboratory consolidation test was performed on a soil sample. The height of the sample was 25.4 mm. The time required for 50% consolidation was (8+2*X) minutes (X is your group number). Find the coefficient of consolidation (C.). (b) If the soil sample in (a) above was taken from a clay layer shown below. The total consolidation settlement due to structural load was computed to be 18 cm. (i) What is the time for 50% consolidation? (ii) How much settlement will occur in 0.75 years? Medium dense sand Y= 17.2 kN/m² V Medium soft silty CLAY Normally Consolidated You 18.8 kN/m² co=0.842, C,-0.45, C 0.03 Ground surface V 2m (3*X) m GWT (a) A one-dimensional laboratory consolidation test was performed on a soil sample. The height of the sample was 25.4 mm. The time required for 50% consolidation was (8+2*X) minutes (X is your group number). Find the coefficient of consolidation (C.). (b) If the soil sample in (a) above was taken from a clay layer shown below. The total consolidation settlement due to structural load was computed to be 18 cm. (i) What is the time for 50% consolidation? (ii) How much settlement will occur in 0.75 years? Medium dense sand Y= 17.2 kN/m² V Medium soft silty CLAY Normally Consolidated You 18.8 kN/m² co=0.842, C,-0.45, C 0.03 Ground surface V 2m (3*X) m GWT
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South Western Federal Taxation 2015
ISBN: 9781305310810
38th edition
Authors: William H. Hoffman, William A. Raabe, David M. Maloney, James C. Young
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