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Relationship between granitic soil particle-size distribution and shrinkage properties based on multifractal method
Authors:Yujie WEI  Xinliang WU  Jinwen XIA and Chongfa CAI
Institution:1Soil and Water Conservation Research Centre, College of Resources and Environment, Huazhong Agricultural University, Wuhan 430070(China); 2National-Regional Joint Engineering Research Center for Soil Pollution Control and Remediation in South China, Guangdong Key Laboratory of Integrated Agro-environmental Pollution Control and Management, Guangdong Institute of Eco-environmental Science&Technology, Guangdong Academy of Sciences, Guangzhou 510650(China)
Abstract:The mechanical properties of granitic residual soils vary with depth due to changes in soil type and heterogeneity caused by weathering. The purpose of this study was to relate the spatial variation of particle-size distribution (PSD) of granitic soils with soil shrinkage parameters using multifractal theory. The heterogeneity of PSD and pedogenic processes were depicted in detail by multifractal dimensions. The PSD generally increased with the increase of profile depth in accordance with the variation of single fractal dimension (D) ranging from 2.45 to 2.65. The shrinkage limit was greatly influenced by the multifractal dimension parameters, including information dimension (D1) and capacity dimension (D0) (Adjusted R2 = 0.998, P < 0.01), and the maximum linear extensibility (κν) was determined by spectral width (Δα) and bulk density, with the latter explaining 89% of the total variance of κν (P < 0.01). Soil shrinkage characteristic curve was fitted by the modified logistic model (R2 > 0.97, root sum of squares < 0.1), and the water variation corresponding to the maximum change rate of linear extensibility was determined by the silt content (R2 = 0.81, P < 0.01). Overall, the shrinkage of granitic soils was primarily influenced by PSD and soil compactness.
Keywords:bulk density  fractal dimension  multifractal characteristics  shrinkage characteristics  soil compactness
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