1980
DOI: 10.2136/sssaj1980.03615995004400060031x
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Soil Shrinkage Relationships of Texas Vertisols: I. Small Cores

Abstract: Soil shrinkage‐water content relationships are needed to describe pore size distribution, bulk density function, and potential vertical movement of Vertisols.Ten‐centimeter long, 10‐cm diam cores were collected from the 10‐ to 20‐, 40‐ to 50‐, 70‐ to 80‐, 100‐ to 110‐, and 130‐ to 140‐cm depths of eight central Texas Vertisols. Four sites were adjacent mound and depression samples from two gilgai complexes. Profile description and analytical characterization were obtained for each site. Soil shrinkage was meas… Show more

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Cited by 100 publications
(58 citation statements)
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“…Therefore, clay and sand were the most important determinant parameters for bulk density or soil compaction. Observations from our study are well corroborated by several workers [46][47][48][49][50], who observed, from different areas and soil types, that the higher the amount of sand in the soil, the greater the bulk density, while the higher the amount of clay, the lower the bulk density. PCA was used to determine if there were similarity clusters of soils from different farms and sub-counties with respect to soil properties.…”
Section: Quantification Of Bare Ground Coveragesupporting
confidence: 91%
“…Therefore, clay and sand were the most important determinant parameters for bulk density or soil compaction. Observations from our study are well corroborated by several workers [46][47][48][49][50], who observed, from different areas and soil types, that the higher the amount of sand in the soil, the greater the bulk density, while the higher the amount of clay, the lower the bulk density. PCA was used to determine if there were similarity clusters of soils from different farms and sub-counties with respect to soil properties.…”
Section: Quantification Of Bare Ground Coveragesupporting
confidence: 91%
“…It has been reported that vertisols may have BD values as high as 2.1 g·cm -3 [35]. It has been also shown that at the swelling limit, the gravimetric water content decreases and BD values increase with depth [36].…”
Section: Physical Propertiesmentioning
confidence: 99%
“…In general, the shrinkage curve of an aggregated soil is non-single valued because the volume of (macro) cracks between primary aggregates depends on sampling, sample preparation, sample size, and drying regime [7][8][9][10][11][12]. How-consider the effects of soil structure on shrinkage curve, Chertkov [4][5][6] used the reference shrinkage curve that by definition only corresponds to soil clay shrinkage without inter-aggregate cracking and can be predicted in a single valued manner.…”
Section: Introductionmentioning
confidence: 99%