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Geotechnical Engineering Exam 2 With complete solution RATED A+ 2025/2026 NEW!!

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Geotechnical Engineering Exam 2 With complete solution RATED A+ 2025/2026 NEW!!Geotechnical Engineering Exam 2 With complete solution RATED A+ 2025/2026 NEW!!Geotechnical Engineering Exam 2 With complete solution RATED A+ 2025/2026 NEW!!Geotechnical Engineering Exam 2 With complete solution RATED A+ 2025/2026 NEW!!Geotechnical Engineering Exam 2 With complete solution RATED A+ 2025/2026 NEW!!Geotechnical Engineering Exam 2 With complete solution RATED A+ 2025/2026 NEW!!

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Geotechnical Engineering Exam 2 With complete
solu on RATED A+ 2025/2026 NEW!!
Soil Compac on - Ans Densifica on by removal of air instantaneously



Soil consolida on - Ans Removal of water in saturated condi ons, me dependent



Purposes of Soil Compac on - Ans Increased shear strength, s ffness

Improved quality control, erosion resistance

Decreased hydraulic conduc vity, liquefac on poten al



To determine the DRY unit weight: - Ans 1. Measure TOTAL unit weight

2. Measure w, moisture content

3. Calculate yd = y/(1+w)



Rela ve Density - Ans Dr = (emax - e) / (emax - emin)



Compac on Curve - Ans X axis: Water content

Y axis: Dry Unit Weight

Creates an upside down parabola shape



Standard Proctor Test - Ans Plot points on compac on curve. The peak is the max yd and
op mum water content



Modified Proctor Test - Ans Plot points on compac on curve. The peak will have a higher max
yd and lower op mum water content than STANDARD.

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