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Relationships among Coefficient of Linear Extensibility and Clay Fractions in Expansive, Stoney Soils
Author(s) -
Vaught R.,
Brye Kristofor R.,
Miller D. M.
Publication year - 2006
Publication title -
soil science society of america journal
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.836
H-Index - 168
eISSN - 1435-0661
pISSN - 0361-5995
DOI - 10.2136/sssaj2006.0054
Subject(s) - expansive clay , soil water , water content , atterberg limits , expansive , soil test , moisture , geotechnical engineering , materials science , soil science , environmental science , mathematics , geology , composite material , compressive strength
An expansive soil is any soil that has a potential for shrinking and swelling under changing moisture conditions. Structural damage to homes (i.e., walls and foundations) due to expansive soils is costly to repair and may be somewhat avoidable if soil properties, such as clay content and the coefficient of linear extensibility (COLE), are investigated. The objectives of this study were to examine the relationships among COLE, clay fractions, and coarse‐fragment content and determine the usefulness of COLE as an indicator of structural damage in expansive and stoney soils. Sixteen individual homeowner sites were selected for sampling in the Fayetteville area of Washington County, Arkansas based on a homeowner questionnaire and visual inspection. COLE was determined based on the rod method from the length change of a moist and oven‐dry soil‐paste rod (COLE rod ). Measured COLE rod values were adjusted for coarse‐fragment content (COLE adj ) by multiplying COLE rod by the volume fraction of fine‐earth plus pores, yielding a 0.003 unit reduction ( P < 0.001) in COLE rod , but no change in hazard‐class rating. COLE rod was positively correlated ( P < 0.001) with total ( r = 0.88), coarse ( r = 0.55), and medium plus fine ( r = 0.79) clay fractions. However, COLE rod adjustments for coarse‐fragment content did not improve linear relationships between COLE rod and clay fractions. The summation of soil profile COLE rod values for a site was a reasonable predictor, while the average COLE rod value for a site and COLE adj were poor predictors of home structural damage. Results demonstrate that COLE rod is a reasonably reliable predictor of potential home structural damage.