2. Complete the consolidation table below.H₁ - 25 mmA = 50 cm²Volume 125 cm³W, = 190.4g*Sensitivity of dial guage = 0.01 mmOBSERVATIONSAppliedDial guagePressure Reading(kN/m²)0102040801603206400480*-*472460422380334285238354Change inthickness,ΔΗ (mm)G-2.68 Y-1 g/cm³W=25.04%H=H₂ + AHCALCULATIONSH-H,Void Ratio,e= (H-H₂)/H,

H0=25 mmVolume= 125 cm3G=2.68γw=1 g/cm3A=50 cm2ws=190.4 gwf=25.04%senstivity of dial gauge =0.01 mm

2. Complete the consolidation table below. H₂= 25 mm A = 50 cm² Volume 125 cm³ W₁ = 190.4g *Sensitivity of dial guage = 0.01mm OBSERVATIONS Dial guage Reading Applied Pressure (kN/m²) 0 10 20 40 80 480- 472 460 422 380 Change in thickness, ΔΗ (mm) G-2.68 Yw-1 g/cm³ W=25.04% H= H₂ + AH CALCULATIONS H-H, Void Ratio, e= (H-H₂)/H,

2. Complete the consolidation table below. H₂= 25 mm A = 50 cm² Volume 125 cm³ W₁ = 190.4g *Sensitivity of dial guage = 0.01mm OBSERVATIONS Dial guage Reading Applied Pressure (kN/m²) 0 10 20 40 80 480- 472 460 422 380 Change in thickness, ΔΗ (mm) G-2.68 Yw-1 g/cm³ W=25.04% H= H₂ + AH CALCULATIONS H-H, Void Ratio, e= (H-H₂)/H,

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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