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Soil Mineralogy

Karen Wallace NCDHHS Regional What is Soil Mineralogy?

 Actually referring to clay mineralogy  The chemical make-up and arrangement of atoms and molecules into sheets that give clay (< 0.002 mm) its ability to shrink and swell upon drying and wetting. What is a Sheet?

 A flat array of compounds with the same chemical arrangement joined by shared atoms.  2 types of sheets – Oxygen and silicon – Oxygen and aluminum  Multiple sheets make up layers Sheet Representation

 Silicon-oxygen sheet

 Aluminum-oxygen sheet Layers

 Sheets joined by sharing oxygen atoms  2 types – 1:1 – 1 sheet of silicon and oxygen and 1 sheet of aluminum and oxygen – 2:1 – 2 sheets of silicon and oxygen and 1 sheet of aluminum and oxygen 1:1 Clays

 1 silicon and oxygen sheet  1 aluminum and oxygen sheet  Layers are joined by bonding  Bonds are strong so the space between layers is fixed  Little shrink or swell upon drying or wetting 1:1 Layer

Silicon-oxygen sheet Aluminum-oxygen sheet Hydrogen atoms

1:1 Layer 2:1 Clays

 2 silicon and oxygen sheets  1 aluminum and oxygen sheet  Layers are joined by weak oxygen-to- oxygen and cation-to-oxygen linkages  Bonds are loose so other compounds such as water can enter the structure and push the layers apart  Shrink and swell upon drying and wetting

2:1 Layer

Silicon-oxygen sheet Aluminum-oxygen sheet Silicon-oxygen sheet

Calcium (cation)

2:1 Layer 2:1 Layers + Water

Silicon-oxygen sheet Aluminum-oxygen sheet Silicon-oxygen sheet Water Calcium (cation)

2:1 Layer

Clay Particles

 < 0.002 mm in diameter  Made up of many layers – Either 1:1 or 2:1  Mostly made of 1:1 clay layers – SLIGHTLY EXPANSIVE  Mostly made of 2:1 clay layers – EXPANSIVE THERE IS NO SUCH THING AS NON-EXPANSIVE CLAY !!!!

SLIGHTLY EXPANSIVE and EXPANSIVE ONLY! Why is this important?

 Shrink-swell potential effects more than just the physical movement of clay layers  Related to soil porosity (space available for water and air)  If a 2:1 clay gets wet what happens?  What happens if those pores are closed up?

Relate to Septic System

 The nitrification field gets dosed  Soil gets wet and pores close up  Another dose is released into the nitrification field  Where does that effluent go?  Surface? .1941 (3)

 Slightly expansive - SUITABLE – 1:1 – Fixed interlayer spacing – Little shrink and swell of clays

 Expansive - UNSUITABLE – 2:1 – Variable interlayer spacing – Lots of shrink and swell of clays

Testing Methods

 In the lab – X-ray – Atterberg Limits: liquid limit, plastic limit, plasticity index  In the field – Moist consistency – Wet consistency . Plasticity . Stickiness Moist Consistency

 Moisten sample if not already moist  Place between thumb and forefinger  Press until the sample breaks  Amount of pressure required to break the sample determines firmness

Friability

 Loose  Very Friable Mostly 1:1 clays  Friable  Firm  Very Firm Mostly 2:1 clays  Extremely Firm Suitable Moist Consistencies

 Loose – sand-like  Very Friable – crushes under very gentle pressure  Friable – crushes under gentle or moderate pressure  Firm – crushes under moderate pressure but resistance is noticeable Unsuitable Moist Consistencies

 Very Firm – crushes under strong pressure, barely crushable  Extremely Firm – crushes only under very strong pressure; cannot be crushed between thumb and forefinger Stickiness

 Thoroughly wet a sample of soil  Place between thumb and forefinger  Gently pull apart fingers  Amount of soil on both thumb and forefinger determines the stickiness

Stickiness

 Nonsticky  Slightly Sticky Mostly 1:1 clays  Sticky  Very Sticky Mostly 2:1 clays

Suitable Stickiness

 Nonsticky – practically no soil adheres to thumb or forefinger  Slightly Sticky – soil adheres to both fingers but comes off of one rather cleanly  Sticky – soil adheres to both fingers and tends to stretch somewhat then pull apart Unsuitable Stickiness

 Very Sticky – soil adheres strongly to both fingers and decidedly stretches with fingers are separated Plasticity

 Thoroughly wet a sample of soil  Roll between hands to form a wire (snake)  Wire should be 4 cm long  Pick up the wire from one end and evaluate where is breaks  The thinness of the wire determines plasticity

Plasticity

 Nonplastic  Slightly Plastic Mostly 1:1 clays  Plastic  Very plastic Mostly 2:1 clays Suitable Plasticity

 Nonplastic – no wire forms  Slightly Plastic – 4 cm long wire forms with diameter between 6 and 4 mm and supports its own weight  Plastic – 4 cm long wire forms with diameter between 4 and 2 mm and supports its own weight

Unsuitable Plasticity

 Very Plastic – 4 cm long wire forms with a diameter of 2 mm and supports its own weight In the field, how do we know we have 2:1 clays?  Moist consistency – Very firm – Extremely firm  Wet consistency – Stickiness: very sticky – Plasticity: very plastic

2:1 Clays are UNSUITABLE for a septic system