Comparison of Shear Strength of Root-Soil Composite for Three Types of Slope Protection Vegetation
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Comparison of Shear Strength of Root-Soil Composite for Three Types of Slope Protection Vegetation
Bulletin of Soiland Water ConservationVol. 32, Issue 5, Pages: 118-122(2013)
作者机构:
1. 贵州师范学院地理与旅游学院,贵州,贵阳,550018
2. 白云区环境监测站,贵州,贵阳,550014
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DOI:
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Published:2013
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LIAO Jing-jing, LUO Xu-qiang, LUO Guang-jie, et al. Comparison of Shear Strength of Root-Soil Composite for Three Types of Slope Protection Vegetation[J]. Bulletin of Soiland Water Conservation, 2013, 32(5): 118-122.
DOI:
LIAO Jing-jing, LUO Xu-qiang, LUO Guang-jie, et al. Comparison of Shear Strength of Root-Soil Composite for Three Types of Slope Protection Vegetation[J]. Bulletin of Soiland Water Conservation, 2013, 32(5): 118-122.DOI:
Comparison of Shear Strength of Root-Soil Composite for Three Types of Slope Protection Vegetation
a comparative analysis was made for the effects of different root contents and plant roots on the shear strength of root-soil composite through laboratory shear tests. Results showed that the shear strength was enhanced by roots and increased with the increased root amount.However
if root amount reached a certain value
the shear strength of root-soil composite did not increase obviously
i.e.
there is an optimum range of root amount.Compared with the cohesion of soil without roots
there was no significant change in the internal friction angle of root-soil composite
but the cohesion was greatly increased.The increased percentages of cohesion for Amorpha fruticosa
Leapedeza and Cynodon dactylon were 47.5%
39.2% and 38.9%
respectively.The effects of the rootsoil composites of Amorpha fruticosa
Leapedeza and Cynodon dactylon on the shear strength were different.This implies that planting shrub species could effectively increase slope stability and efficiently reduce soil erosion in the regions suffering from soil and water loss.
Mechanical characteristics of root system of dominant herbaceous plants and shear strength of root-soil composites in Jialangpute landslide area of Yili valley
Shear Strength Characteristics of Root—Soil Composites Under Bearing Pressure Condition of Soil Pore Water
Effect of EN-1 Soil Stabilizer on Soil Shear Strength
Mechanical Properties of Topsoil Anti-erodibility Under Four Different Vegetation Community Types
Mechanism of Soil Reinforcement by Vegetation Roots in Canal of Ezhou Airport
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