Extracted text: Ym I +e I + 0.32 (9.81) Im = 16. 714 E. A SOIL HAVING CONTENT OF OF 1830 GRAMS TAKEN SAMPLE HAS A MASS A VOLU ME 10 %. VALUES OF emax =D 0.63 FROM OF I X 10-3 cu m. IT HAS A sp.gr. OF 2. 60 emin = 0.44, THE FIELD AND A WATER AND a. WHAT IS THE WEIGHT UNIT IN KN/Cu m? THE RELATIYE DENSITY.