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Conceptual Development and Numerical Modelling of Vegetation Induced Suction and implications on Rail Track Stabilisation

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conference contribution
posted on 2024-11-13, 21:23 authored by Buddhima Indraratna, Mohammad Hadi Khabbaz, Behzad Fatahi
The effects of tree roots on soil suction and ground settlement are investigated. This paper highlights the inter-related parameters contributing to the development of a conceptual evapo-transpiration and root water uptake equilibrium model that is then incorporated in a comprehensive numerical model. The developed numerical model based on the finite element analysis (ABAQUS) considers fully coupled flowdeformation behaviour of soil. Field measurements obtained by the authors from a field site in western Victoria and from past literature are used to validate the model. The predicted results show acceptable agreement with the field data in spite of the assumptions made for simplifying the effects of soil heterogeneity and anisotropy. The numerical analysis proves that the proposed root water uptake model can reliably predict the region of maximum matric suction away from the tree axis. The paper also compares the natural favourable effect of tree roots with the stabilising mechanisms of geosynthetic vertical drains subjected to vacuum pressure. Although this analogy is only justified for shallow vertical drains, the comparison still emphasises the obvious economical advantages of native vegetation.

History

Citation

This conference paper was originally published as Indraratna, B, Khabbaz, H & Fatahi, B, Conceptual Development and Numerical Modelling of Vegetation Induced Suction and implications on Rail Track Stabilisation, 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), Goa, India, 1-6 October 2008. Original conference information available here

Parent title

12th International Conference on Computer Methods and Advances in Geomechanics 2008

Volume

6

Pagination

4335-4344

Language

English

RIS ID

24326

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