A dry sand is placed in a container having a volume of 0.0089 cm^3. The dry weight of the sample is 0.014 gr. Water is carefully added to the container so as not to disturbed the condition of the sand. When the container is filled, the combined weight of soil plus water is 0.0174 gr. Find the following:
a. Void ratio of the soil in the container
b. Porosity
c. Water content
d. Specific gravity of the soil particle
e. Saturated unit weight of the soil
f. Effective unit weight of the soil
g. Dry unit weight of the soil
h. Hydraulic gradient for quicksand condition
i. Degree of saturation
j. Air void ratio
Chapter 1: Properties of Soil (FREE Copies) https://drive.google.com/drive/folders/1M_43P8j9cQOOu14CQsUQumqwxhISScCx?usp=sharing
#geotechnicalengineering
