Three Phase Diagram Geotechnical Engineering

Soil Phase Relationships

Courses > Soil Mechanics > Physical Properties of Soil > Soil Phase Relationships

Introduction

Soil mass is generally a three-phase system. It consists of solid particles, liquid, and gas. For all practical purposes, the liquid may be considered to be water (although in some cases, the water may contain some dissolved salts) and the gas as air.The phase system may be expressed in SI units either in terms of mass-volume or weight-volume relationships. The interrelationships of the different phases are important since they help to define the condition or the physical make-up of the soil.

Concepts and Formulas

Phase relationship diagram:

In a mass of soil, there are three physical components: solid, water, and air. A phase relationship diagram is normally used to represent the relationship as follows:

Definitions:

Volume: (ft³, m³)

V_t: Total volume
V_s: Volume of solid
V_v: Volume of void
V_w: volume of water
V_a: Volume of air

Weights: (lbs, kg, kN)

W_t: total weight
W_s: weight of solid
W_w: weight of water
Weight of air = 0

Phase Relationships:

Volume-volume relationship:

Void ratio (no unit): $e=frac{V_{v}}{V_{s}}$
Porosity (no unit): $n=frac{V_{v}}{V_{t}}$
Degree of saturation (%): $Sleft ( \% ight )=frac{V_{w}}{V_{v}}*100$
air content: $A = frac{V_{a}}{V_{t}}$

Weight-weight relationship:

Water (Moisture) content (%): $wleft ( \% ight )=frac{W_{w}}{W_{s}}*100$

Note! Moisture content at fully saturation is not 100%!
100% moisture content means the weight is equally divided into water and solid or in other words the weight of soil particles is equal to the weight of water.
See: Solution of The Value of The Moisture When Fully Saturated

Weight-Volume relationship:

(Unit weight or density, lbs/ft³, g/cm³, kN/m³)

Moisture (total) unit weight: $gamma_{t}=frac{W_{t}}{V_{t}}$
Dry unit weight: $gamma_{d}=frac{W_{s}}{V_{t}}$
Solid unit weight: $gamma_{s}=frac{W_{s}}{V_{s}}$
Saturated unit weight (when soil is completely saturated, S = 100%,V_a=0): $gamma_{sat}=frac{W_{t}}{V_{t}}$
Submerged (buoyant) unit weight (when soil is below ground water table, S = 100%): $gamma_{b}=gamma_{sat}-gamma_{w}$

Note! Following relations are very handy in solving problems:

$gamma_{d} = frac{gamma_{t}}{1+omega}=frac{gamma_{s}}{1+e}=frac{gamma_{sat}}{1+frac{e}{Gs}}$

$gamma_{s} > gamma_{sat} > gamma_{t} > gamma_{d} > gamma_{b}$

$gamma_{d}=gamma_{sat}-ngamma_{w}=gamma_{sat}-(frac{e}{1+e})gamma_{w}$

$gamma_{d}=frac{G_{s}gamma_{w}(1-A)}{1+omega G_{s}}$

A=n(1-Sr)

eS_r=omega G_s

$e=frac{gamma_s}{gamma_{d}}-1$

Unit weight to unit weight relationship

Specific gravity: $G_{s}=gamma_{s}/gamma_{w}$
(Unit weight of water = 62.4 lbs/ft³ = 1 g/cm³ = 9.8 kN/m³)
Average value of Gs for granular soils is 2.65, while the average value of Gs for cohesive soils is 2.80.

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Solved sample problems

Solution of Unit Weight and Its Conversion from Metric Units to SI and US Units
Solution of Soil Compaction Check Via The Voids Ratio
Solution of The Value of The Moisture When Fully Saturated

Example 1:Determine unit weights, water content, based on known volume and weight (English units)

Given: (English units)

Volume of soil mass: 1 ft³.
Weight of soil mass at moist condition: 100 lbs
Weight of soil after dried in oven: 80 lbs

Requirements:

Determine moist unit weight of soil, dry unit weight of soil, and water content.

Problem solving technique:

Moist unit weight g_t= W_t / V_t (W_t = 100 lbs, V_t=1 ft³, are given)
Dry unit weight, g_d = W_s / V_t (Weight of solid is weight of soil after dried in oven ,Ws = 80 lbs, V_t=1 ft³, are given)
Water content, w (%) = W_w/W_s (W_s = 80 lbs , weight of water, W_w not known)
Find weight of water, from phase relationship diagram, W_w = W_t – W_s.

Solution:

Moist (total) unit weight, g_t = W_t / V_t = 100/1 = 100 pcf (lbs/ft³)
Dry unit weight, g_d = W_s / V_t = 80/1= 80 pcf (lbs/ft³).
Weight of water = 100-80=20 lbs
Water (Moisture) content: w (%) = W_w/W_s ´ 100 (%) = 20/80x100% = 25%

Example 2: Determine unit weights, water content, based on known volume and weight (SI units)

Given: (SI units)

Volume of soil mass: 0.0283 m³.
Weight of soil mass at moist condition: 45.5 kg
Weight of soil after dry in oven: 36.4 kg

Problem solving technique:

Moist unit weight g_t = W_t / V_t (both value are given)
Dry unit weight, g_d = Ws / V_t (both value are given)
Water content, w (%) = W_w/W_s (Weight of solid is weight of soil after dried in oven is given, weight of water not known)
Find weight of water, from phase relationship diagram, W_w = W_t – W_s.

Requirements:

Determine moist unit weight of soil, dry unit weight of soil, and water content.

Solution:

Moisture (total) unit weight, g_t = W_t / V_t = 45.5/0.0283 = 1608 kg/m3 = 1.608 g/cm3
Dry unit weight, g_d = Ws / V_t = 36.4/0.0283= 1286 kg/m³=1.286 g/cm³
Weight of water = 45.5-36.4=9.1 lbs
Water (Moisture) content: w (%) = W_w/W_s ´ 100 (%) = 9.1/36.4x100% = 25%