Why does some Oklahoma clay swell more than others?
In short: How much a clay soil swells depends mostly on which clay minerals it contains 1. Montmorillonite (a smectite) takes water between its layers and swells the most; kaolinite swells much less 12. Much of Oklahoma's soil is rich in these swelling clays, which is why so many Oklahoma foundations move with the seasons 13.
What are clay minerals?
Clay minerals are microscopic, plate-shaped crystals built from layers of silica and alumina. Soil scientists group them by how those layers stack:
- 2:1 clays (two silica layers around one alumina layer), which include montmorillonite and illite.
- 1:1 clays (one silica layer and one alumina layer), such as kaolinite.
An Oklahoma State University bulletin identifies water absorbed into the interlayers of 2:1 clays as the main mechanism of shrink and swell, and notes that kaolinite-type 1:1 clays swell much less 1. Forensic engineers describe montmorillonite's structure as loosely bound, letting water into the spaces between its layers and giving it more expansion capacity than illite 2.
What are the main clay minerals?
| Mineral | Layer type | Swell behavior |
|---|---|---|
| Montmorillonite (smectite) | 2:1, loosely bound | Highest; greater expansion capacity than illite 2, can swell to about 1.5 to 2 times its dry volume 3 |
| Illite | 2:1 | Less than montmorillonite 2 |
| Kaolinite | 1:1 | Much lower than 2:1 clays 1 |
| Mixed-layer clays (for example illite-montmorillonite or chlorite-vermiculite) | Mixed | Reported in some Oklahoma shales 4 |
What have Oklahoma studies found?
- Soils on Permian red beds. In central and western Oklahoma soils formed from Permian shales, the fine clay was dominantly montmorillonite, with a mix of illite and montmorillonite, plus small amounts of kaolinite, in the coarser clay 1. Kirkland soil, with montmorillonite-dominated fine clay, had high shrink-swell and was judged unstable for most engineering uses 1.
- Shrink-swell numbers. The study measured COLE (coefficient of linear extensibility, how much a soil clod shrinks from wet to dry). Values above 0.03 indicated substantial smectite; Bethany, Kirkland and Norge soils reached 0.095, 0.090 and 0.066 1.
- Rock vs soil. Hennessey shale cored near Oklahoma City was mainly illite and kaolinite with low shrink-swell potential, as were shale cores from two other Oklahoma sites; other studies have reported montmorillonite and mixed-layer clays in the same units elsewhere 4.
- Statewide. More than 75% of Oklahoma's bedrock can produce expansive soils 3.
Can soil color show how much a clay will swell?
High-plasticity clays occur in both red and gray soils. Red Permian soils such as Kirkland are montmorillonite-rich 1, and a south Tulsa report on a site underlain by Nowata Unit shales found olive, brown and gray fat clay with plasticity indices up to about 39 7. Lab tests, not color, are used to judge swell.
Which lab tests stand in for mineralogy?
Mineral analysis is rarely run for a house. Engineers instead use index tests. The residential code treats soil as expansive when it has a plasticity index of 15 or more, more than 10% passing a No. 200 sieve, more than 10% finer than 5 micrometers, and an expansion index above 20; if the expansion index is run, the other three are not required 6. See soil testing and lab values and soil lab values data.
How does mineralogy relate to chemical treatment?
Chemical treatments work on the clay itself. Forensic engineers list lime, cement, potassium and other chemicals among soil injection options 2. Oklahoma pavement research found that stabilizers react with soil particles to form cementing compounds that add strength 5. Sulfate is a known exception: in a soil with about 15,400 ppm soluble sulfate, adding 3% lime increased swell by more than 1,200% because it formed ettringite, an expansive mineral 5. See chemical soil stabilization and stabilization research.
Related
- Shrink-swell and the active zone
- Soil testing and lab values
- Hennessey shale
- Kirkland soil
- Bethany soil
Common questions
What makes clay soil swell?
In 2:1 clay minerals such as montmorillonite (smectite), water is absorbed into the spaces between the mineral's layers, which is the main mechanism of shrink and swell; 1:1 clays such as kaolinite swell much less.
Is Oklahoma clay high in montmorillonite?
Many Oklahoma soils are. An Oklahoma State University study found the fine clay in Permian-derived soils of central and western Oklahoma was dominantly montmorillonite, and the Oklahoma Geological Survey reports that over 75% of the state's bedrock can produce expansive soils.
Is the shale under my house as expansive as the soil?
Not always. A USGS study found Hennessey shale cored near Oklahoma City was mainly illite and kaolinite with low shrink-swell potential, though other studies have reported swelling and mixed-layer clays in the same units elsewhere.
Can lime treatment make clay swell?
Yes, when the soil is high in sulfate. Oklahoma research found lime added to a high-sulfate soil sharply increased swell because it formed the expansive mineral ettringite.
Can I tell how expansive clay is by its color?
No. Both red Permian clays in central Oklahoma and gray and brown shale-derived clays in south Tulsa have tested as highly plastic, so lab tests are used instead of color.
Sources
- Shrink-Swell and Other Characteristics of Five Benchmark Soils of Western Oklahoma (Technical Bulletin T-150) Oklahoma State University Agricultural Experiment Station
- Beyond the Building Code: Expansive Soils Journal of the National Academy of Forensic Engineers
- Geologic Hazards in Oklahoma Geological Society of America (abstract by K. V. Luza, Oklahoma Geological Survey)
- Geologic and Hydraulic Characteristics of Selected Shaly Geologic Units in Oklahoma (Water-Resources Investigations Report 96-4303) U.S. Geological Survey, with the Oklahoma Geological Survey
- Engineering Properties of Stabilized Subgrade Soils for Implementation of the AASHTO 2002 Pavement Design Guide (FHWA-OK-08-10) Oklahoma Department of Transportation / University of Oklahoma
- Seattle Residential Code 2018, Chapter 4 Foundations (IRC-based text of R403.1.8.1) City of Seattle Department of Construction and Inspections
- Geotechnical Engineering Report, Retaining Walls A and B Along 91st Street South from South Memorial Drive to South Mingo Road City of Tulsa
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