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Chapter 3 phase relationships


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phase relationships

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Chapter 3 phase relationships

  1. 1. Chapter Three Phase Relationships In natural occurrence, soils are three-phase systems consisting of soil solids, water, and air. To develop the weight–volume relationships, we must separate the three phases (that is, solid, water, and air) .Thus, the total volume of a given soil sample can be expressed as: V = Vs + Vv = Vs + Vw + Va where Vs = volume of soil solids Vv = volume of voids Vw = volume of water in the voids Va= volume of air in the voids
  2. 2. Soil behavior is effected by the varying amounts of solid, water, and air present in a soil mass. Density and Unit weight The unit weight in kN/m3 can be obtained from densities in kg/m3 as where g = acceleration due to gravity = 9.81 m/sec2.
  3. 3. SPECIFIC GRAVITY • The Specific gravity of soil is defined as the ratio of the unit weight of solids to the unit weight of water. For most soils, it ranges between 2.6 to 2.8. It is unit‐less. 𝑮 𝑺 = γS / γw Assuming that the weight of the air is negligible, we can give the total weight of the sample as : W = Ws + Ww where Ws = weight of soil solids Ww = weight of water • Void ratio (e) is defined as the ratio of the volume of voids to the volume of solids. Thus, the submerged unit weight is: γ’ = γ – γ w Note that: unit weight of water (gw) is equal to 9.81 kN/m3 or 62.4 lb/ft3 or 1000 kgf/m3.
  4. 4. • Porosity (n) is defined as the ratio of the volume of voids to the total volume, or The degree of saturation (S) is defined as the ratio of the volume of water to the volume of voids, for dry Soil S= 0 %, for totally saturated soil S=100% Thus, • Moisture content (w) is also referred to as water content and is defined as the ratio of the weight of water to the weight of solids in a given volume of soil:
  5. 5. • Unit weight (g) is the weight of soil per unit volume. Thus, • the weight per unit volume of soil, excluding water. This weight is referred to as the dry unit weight, γd Thus,  To obtain a relationship among unit weight (or density), void ratio, and moisture content, let us consider a volume of soil in which the volume of the soil solids is one,
  6. 6. where Gs = specific gravity of soil solids w = moisture content γw = unit weight of water If the soil sample is saturated—that is, the void spaces are completely filled with water, the relationship for saturated unit weight (γ sat) can be derived : Thus , with S = 1,
  7. 7. Relative Density The term relative density is commonly used to indicate the in situ denseness or looseness of granular soil. It is defined as where Dr = relative density, usually given as a percentage e = in situ void ratio of the soil e max = void ratio of the soil in the loosest state e min = void ratio of the soil in the densest state The values of Dr may vary from a minimum of 0% for very loose soil to a maximum of 100% for very dense soils.