Analysis on Strengthening of Plant to Slope Soil under Orthogonal States

Jun Bin Gu

doi:10.4028/www.scientific.net/AMM.580-583.34

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Analysis on Strengthening of Plant to Slope Soil...

Analysis on Strengthening of Plant to Slope Soil under Orthogonal States

Abstract:

In the traditional slope engineering, the slope processing mainly emphasizes the strength effect, and ignore the damage to the environment. Along with people are to landscape and strengthening of environmental protection consciousness, the slope protection method of tradition can not satisfy the requirement of people.Use Interaction of plant roots and rock-soil body to reinforcement and anchorage on the slope surface protection and reinforcement, which can meet the design requirement for stability of slope surface and restore the damaged natural ecological environment. This paper set up the relations between the tensile strength of plant root and the root diameter, establish the theoretical calculation model of the interaction between plant roots and soil, and study the strengthening of plant roots to soil.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

34-37

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.34

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Online since:

July 2014

Authors:

Jun Bin Gu

Keywords:

Orthogonal States, Plant, Soil, Strengthening

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References

[1] Dengpei ZHOU, Junyun ZHSANG. Plant slope protection engineering technology[M]. China Communications Press, 2003. 7.

Google Scholar

[2] VAN BEEK L P H, WINT J, CAMMERAAT L H, etc. Observation and simulation of root reinforcement on abandoned Mediterranean slopes[J]. Plant and soil, 2005. 278(1/2): 55-57.

DOI: 10.1007/s11104-005-7247-4

Google Scholar

[3] Qinqin YU, Na QIAO, Haijing LU, XiaSong HU, etc. Research reinforcement effect of plant root on soil[J]. Chinese Journal of Rock Mechanic and Engineering. 2012. 5, 31(S1): 3216-3222.

Google Scholar

[4] Chunhui CHEN, Echuan YAN. Research on the effects of plant roots on soil shear strength[J]. Geological Science and Technology Information. 2012. 07, 31(4): 123-126.

Google Scholar