9: Sources of Charges in Colloids Flashcards
Crystalline clays (phyllosilicates or silicate clays)
Dominant source of charge in most soils
Layered structure of mostly Si, Al, and O atoms
Differ widely
Phyllosilicates
A type of silicate clay with a leaflike or planar structure
Building blocks for silicate clays
Silica tetrahedrons and alumina octahedrons. These building blocks form sheets, and these sheets form layers.
1:1 silicate clays
Clays in which each layer contains one tetrahedral and one octahedral sheet
Variable charge
2:1 silicate clays
Clays in which each layer contains one octahedral sheet sandwiched between two tetrahedral sheets
Always have negative net charge
What are the 2 types of soil colloids?
The two types of soil colloids are crystalline and non-crystalline
What are the 2:1 non expanding silicate clays?
Micas and chlorites
What are the 2:1 expanding silicate clays?
Vermiculites and smectites
Micas
What layer
What stability
What shrink-swell potential
What level and range of CEC
What level surface area
2:1 layer mineral
Relatively stable
Low shrink-swell potential
Moderate-low CEC 10-40 cmolc/kg
Intermediate surface area 70-100m2/g
K resides in interlayer spaces which strongly bonds adjoining sheets
Isomorphous substitution in tetrahedral sheets of Al3+ for Si4+ in every fourth tetrahedral site
Chlorites
What layer
What stability
What shrink-swell potential
What level and range of CEC
What level surface area
2:1 layer mineral
Stable
No shrink-swell
Moderate-low CEC 15-40 cmolc/kg
Surface area is 25-150 m2/g
Vermiculites
What layer
What stability
What shrink-swell potential
What level and range of CEC
What level surface area
2:1 layer mineral
Relatively stable
Low shrink-swell potential
High CEC 100-150 cmolc/kg
Surface area is 600-800 m2/g
Potential issue is K fixation
Substitution of Al3+ for Si4+
Smectites
What layer
What stability
What shrink-swell potential
What level and range of CEC
What level surface area
2:1 layer mineral
Not stable
High shrink-swell potential
Moderate CEC 60-100 cmolc/kg clay
Surface area is 600-800 m2/g
Pros and cons of kaolinite
Not optimal for soil fertility (it has a low charge and CEC) but pretty stable for construction
Uses for smectite
Once it is saturated with water, it becomes highly impermeable to water so it’s useful for some types of construction
Kaolinite
What layer
What stability
What shrink-swell potential
What level and range of CEC
What level surface area
1:1 layer mineral
Stable
No shrink-swell
Low CEC: 4-10 cmolc/kg
Surface area: 7-30 m2/g
Layers held together by hydrogen bonding, very low isomorphic substitution