Soil-fixation and Dyke Revetment Function of Plant Root System in NenJiang Dyke
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Soil-fixation and Dyke Revetment Function of Plant Root System in NenJiang Dyke
Bulletin of Soiland Water ConservationVol. 17, Issue 6, Pages: 8-11(1998)
作者机构:
吉林省水土保持科学研究所,吉林省,辽源市,136200
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Published:1998
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Dai Quanhou, Zhang Li, Lu Yanjun, et al. Soil-fixation and Dyke Revetment Function of Plant Root System in NenJiang Dyke[J]. Bulletin of Soiland Water Conservation, 1998, 17(6): 8-11.
DOI:
Dai Quanhou, Zhang Li, Lu Yanjun, et al. Soil-fixation and Dyke Revetment Function of Plant Root System in NenJiang Dyke[J]. Bulletin of Soiland Water Conservation, 1998, 17(6): 8-11.DOI:
Soil-fixation and Dyke Revetment Function of Plant Root System in NenJiang Dyke
antierosion and shear strength determination of slope protection plant on the Nenjiang dyke
the results show that
in a same section
soil antiscour and antierosion (water stablility)index and shear strength of surface soil layer are all larger than that of base soil layer.Plant root system has rather pow-erful strength of soil-fixation function
the antiscour index has clear coherence with root length and root quantity
the single cohere coeffcients are 0.9146 and 0.8197 respectively.Soil antierodibility is better and water-stable index are bigger as soil o rganic mat tercontent is higher
the cohere coefficient between them is 0.9132
the cohere coefficient of it with root lenght and root quantity are comparatively rather low
the single cohere coefficient are 0.8317 and 0.8091.Plant root quantity has a great bear ing upon soil stability
the cohere coefficient of it with shear strength is 0.9814.In the plants now available on Nenjiang dyke
the antierodibility of Carex duriuscula C.A.Mey is greatest
its soil-fix ation and dyke revetment and slope revetment function are most strong
so it should be given a energetic spread in the same areas.
Mechanical characteristics of root system of dominant herbaceous plants and shear strength of root-soil composites in Jialangpute landslide area of Yili valley
Mechanics Research on Vetiver Grass in Railway Side Slope Protection
Effect of Soil Reinforcement by Ostryopsis Davidiana Decaisne Root System
Shear Strength Characteristics of Root—Soil Composites Under Bearing Pressure Condition of Soil Pore Water
Effects of Root Layout and Diameter on Shear Performance in Root-Soil Composite
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