Modelling ground water response to climate input for the stabilisation of slopes by eco-engineering
Publication date
2004
Authors
Bogaard, T.A.
Beek, L.P.H. van
Asch, Th.W.J. van
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DOI
Document Type
Article in proceedings
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(c) UU Universiteit Utrecht, 2004
Abstract
Although the stabilising potential of vegetation has long been recognised, ecoengineering
attracts currently renewed attention for slope stabilisation, as it
potentially is more cost-effective and sustainable than conventional engineering solutions.
Slope stabilisation by eco-engineering relies on mechanical root reinforcement
on the one hand and on the hydrological effects of vegetation on the other. The
hydrological effects result from the influence of vegetation on different hydrological
processes like infiltration, interception and evapotranspiration. The hydrological
effects lead to changes in both the initial conditions and the hydrological response
during a potentially triggering rainfall event. Therefore, the hydrological contribution
to slope stabilisation cannot as easily be quantified as the mechanical contribution of
root reinforcement that, although highly variable, relates directly and uniquely to the
shearing resistance along a potential slip plane