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Geological Engineering: Proceedings of the 1st International Conference (ICGE 2007)
Editor
ISBN:
9780791802922
No. of Pages:
1760
Publisher:
ASME Press
Publication date:
2009
eBook Chapter
105 Research on Strengthening Mechanism of Plant Root in Slope Protection
By
Jian-ping Chen
Jian-ping Chen
Faculty of Engineering,
China University of Geosciences
, Wuhan 430074
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Page Count:
7
-
Published:2009
Citation
Zhou, Y, & Chen, J. "Research on Strengthening Mechanism of Plant Root in Slope Protection." Geological Engineering: Proceedings of the 1st International Conference (ICGE 2007). Ed. Ma, B. ASME Press, 2009.
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Using the fiber spacing theories, the paper analyzed the strengthening mechanism of plant root and set up a model to predict the contribution of root to the shear strength of composite soil, which had the same style as the contribution of internal steel in reinforced concrete to shear reinforcement. The paper put forward that, the contribution of root to the shear strength of composite soil was mainly decided by the average tensile strength, direction of root, the area ratio of root or average spacing of root, and analyzed main impact factors, and finally verified the strengthening model of plant root in an instance project.
Abstract
Introduction
Characteristics of Plant Root
Fiber Spacing Theories
Design Model Predicting Shears Strength of Composite Soil Strengthened by Roots
Main Impact Factor Analysis
Verification of Strengthening Model of Plant Root in the Slope Protection by Vegetation about Jing-Yi Freeway Rock Slope
Conclusion
References
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