The mass of a sample of a saturated soil is 540 grams. The dry mass (after onven drying) is 420 grams. The specific gravit of solids is 2.7. Determine: 1. Degree of saturation is S = 100 2. The mass of water is 120 3. The volume of water is 120 4. The volume of solid is 155.55 5. The water content w= 28.6 6. The void ratio e = 0.77 7. Saturated unit weight Ysat = 8. Dry unit weight Ya = 15 9. Porosity n = 43.5 10. If emas = 1 and emin = 0.6, the relative density Dr= 83.25 % g: %; cm³; 19225 cm³: kN/m²; kN/m³;

The mass of a sample of a saturated soil is 540 grams. The dry mass (after onven drying) is 420 grams. The specific gravit of solids is 2.7. Determine: 1. Degree of saturation is S = 100 2. The mass of water is 120 3. The volume of water is 120 4. The volume of solid is 155.55 5. The water content w= 28.6 6. The void ratio e = 0.77 7. Saturated unit weight Ysat = 8. Dry unit weight Ya = 15 9. Porosity n = 43.5 10. If emas = 1 and emin = 0.6, the relative density Dr= 83.25 % g: %; cm³; 19225 cm³: kN/m²; kN/m³;

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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