[1]Zhang Minrui,Zhu Shaodong,Li Pan,et al.Evaluation of Influencing Factors of Soil Shear Performance of Typical Vegetation in Dry-Hot Valley Area[J].Research of Soil and Water Conservation,2024,31(04):153-162.[doi:10.13869/j.cnki.rswc.2024.04.019]
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Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume:
31
Number of periods:
2024 04
Page number:
153-162
Column:
Public date:
2024-06-30
- Title:
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Evaluation of Influencing Factors of Soil Shear Performance of Typical Vegetation in Dry-Hot Valley Area
- Author(s):
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Zhang Minrui, Zhu Shaodong, Li Pan, Duan Qingsong, Yang Yuanjun
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(College of Water Conservancy, Yunnan Agricultural University, Kunming 650201, China)
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- Keywords:
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Jinsha River dry-hot valley; root tensile; shear performance; grey correlation method
- CLC:
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S157; S714
- DOI:
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10.13869/j.cnki.rswc.2024.04.019
- Abstract:
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[Objective]The aims of this study are to explore the influence of vegetation on the soil consolidation effect of slope, and to provide data support for preventing soil erosion and reducing soil erosion in the dry-hot valley of Jinsha River. [Method]Four typical vegetations(Acacia confusa, Quercus franchetii, Phyllantthus emblica, Pinus yunnanensis)in Yongren County of Yunnan Province were taken as the research objects. Indoor single root tensile test and direct shear test were carried out to study the difference of soil shear performance of different vegetation types and the influence of various factors on it. [Results](1)The average single root tensile resistance of the four plants decreased in the order:Quercus franchetii>Phyllantthus emblica>Pinus yunnanensis>Acacia confusa. The average tensile strength of single root decreased in the order:Phyllanthus emblica>Acacia confusa>Pinus yunnanensis>Quercus franchetii. The tensile resistance of a single root had an exponential function relationship with the root diameter, and the tensile strength of a single root had a significant negative correlation with the root diameter.(2)Under the four vertical pressures, the shear strength of the four vegetation root-soil composites was greater than that of the plain soil, and the shear strength index varied with the depth of the soil layer. The soil cohesion of the Pinus yunnanensis vegetation had the largest variation with the depth of the soil layer(51.47%), and the internal friction angle of the Quercus franchetii vegetation had the largest variation with the depth of the soil layer(37.96%).(3)The grey correlation method was used to comprehensively analyze the correlation between root tensile properties, soil physical and chemical properties and soil cohesion and internal friction angle. The correlation between cohesion and root tensile strength was the strongest, followed by root tensile resistance, and the water content was the weakest. The correlation between internal friction angle and soil bulk density was the strongest, followed by organic matter, and total potassium was the weakest. [Conclusion]The tensile properties of plant roots and the physical and chemical properties of soil can significantly affect the shear properties of soil, among which the tensile properties of roots have a greater impact on soil cohesion, and have no significant effect on soil internal friction angle.