Abstract
The application of vegetation as part of slope stability and to control erosion has proved to be cost-effective for stabilizing the surface of the slope. This research describes the unique characteristics of Vetiver grass and Vetiveria Zizanioides Nash and it is the potential use for stabilizing slopes and erosion control. This study refers to the past research on the generic characteristics of Vetiver grass. Also, reports on the laboratory tests that had been conducted determine the strength of Vetiver grass roots at an existing slope. It concludes that in the basis of tests are success and effectiveness over many years that the grass and its associated applications can be effective, durable, and low cost method of vegetative stabilization of slopes under tropical and extreme conditions.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Duncan, J.M. and Wright, S. G., (2005). “Soil strength and slope stability.” Canada: John Wiley & Sons.
Mattia, C.; Bishetti, G. & Gentile, F. 2005, Biotechnical characteristics of root systems of typical Mediterranean species, Plant and Soil, vol. 278, no. 1, pp. 23–32.
Worldbank, (1993). Vetiver grass: a hedge against erosion, Worldbank, Washington, DC, ISBN 0-8213-1405-X.
Rao, R.R. and Suseela, M.R. (1989), Vetiveria Zizanioides (Linn.) Nash A Multipurpose Eco-Friendly Grass of India. National Botanical Research Institute Lucknow, India, 439.
Carey, B., (2006). Monto vetiver grass for soil and water conservation, Natural Resources Sciences, Queensland Government.
National Research Council (1993). Vetiver Grass: A Thin Green Line Against Erosion. National Academy Press, Washington, D.C.
Hengchaovanich, D. (1998). Vetiver grass for slope stabilization and erosion control, Tech. Bull. No. 1998/2, Pacific Rim Vetiver Network (PRVN), Bangkok, Thailand, ISBN 974-7773-71-6.
Budhu, M. (2007). Soil Mechanics and Foundations, John Wiley & Sons, Inc., U.S.A, 2nd edition.
Acknowledgments
The authors would like to express their sincere gratitude to Research Management Institute (RMI, UiTM) for providing financial support for this research. It was funded under Excellent Fund, UiTM (600-RMI/ST/DANA5/3/Dst (164/2009).
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2016 Springer Science+Business Media Singapore
About this paper
Cite this paper
Rahman, A.S.A., Ahmad, J., Rozli, M.I.F. (2016). Bioengineering Stabilization Method to Counter Rainfall-Induced Slope Failure. In: Yusoff, M., Hamid, N., Arshad, M., Arshad, A., Ridzuan, A., Awang, H. (eds) InCIEC 2015. Springer, Singapore. https://doi.org/10.1007/978-981-10-0155-0_25
Download citation
DOI: https://doi.org/10.1007/978-981-10-0155-0_25
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-10-0154-3
Online ISBN: 978-981-10-0155-0
eBook Packages: EngineeringEngineering (R0)