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    Root tensile strength of 3 typical plant species and their contribution to soil shear strength; a case study: Sasumua Backslope, Nyandarua District, Kenya

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    Date
    2011-04
    Author
    Osano, Simpson Nyambane
    Sixtus, Kinyua Mwea
    Type
    Article
    Language
    en
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    Abstract
    The effect of root reinforcement depends on the morphological characteristics of the root system, the tensile strength of individual roots, the soil-root cohesive st rength, and the distribution of the root system in the soil. This research looks into Sasumua B ackslope in Kenya, where a great deal of erosion is responsible for large soil loss es. Shallow mass movements are evident throughout the slope. Root reinforcement effect of ni ne typical species was assessed, using Wu et al . (1979) model. The plant species comprised of shrubs ( Atriplex halimus ), grasses ( Pennisetum clandistenum and Themeda triandra ), and tree ferns ( Asparagus species ). Physical counting of roots per depth class was conducte d to obtain root ar ea ratio (RAR) values of the individual species. For each species, single root specimens we re sampled and tested for tensile tests in the laboratory using the Hounsfield Tensometer a pparatus. Maximum RAR values were located within 0.1 m for all the species, with maximum rooting depth of 0.7 m for fern tree. Shrubs species showed high RAR values between 0.1 – 0.3 m depth. Tensile force increases with diameter. Generally shrubs break at high tensil e force (160 N maximum), followed by tree ferns (maximum 90 N) and lastly grass (maximum 75 N). Root tensile st rength decreases with increasing root diameter, and follows a power law equation of the form k ax x f = ) ( . Generally, tensile strength can be well predicted by root diameter. The maximum root tensile strength values recorded was 39 N/mm 2 for grass. The results presented in this paper contribute to expanding the knowledge on root resistance behavior and on root density di stribution within the soil. The studied location has allowed the impl ementation of soil–root reinforcement models initially used by Wu et al. (1979) and the evaluation of the vegetation contribution to soil stability
    URI
    http://profiles.uonbi.ac.ke/sites/default/files/sosano/files/tensile_strengths.pdf
    http://erepository.uonbi.ac.ke:8080/xmlui/handle/123456789/32029
    Citation
    Journal of Civil Engineering Research and Practice Vol. 8 No.1, April 2011, pp. 57 - 73
    Publisher
    Univesity of Nairobi
     
    Department of Civil and Construction Engineering
     
    Collections
    • Faculty of Engineering, Built Environment & Design (FEng / FBD) [1491]

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