Planting density influence on fibrous root reinforcement of soils

By K. Loades, Anthony Glyn Bengough, M. F. Bransby, P. Hallett. 2010

229 citations recorded by the source corpus.

Subfields: Mechanical Engineering, Plant Science, Soil Science

View Paper: https://www.semanticscholar.org/paper/320e3b9275936a7609ebdcd6241a3362853d25f4

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In Mechanical Engineering

In Plant Science

In Soil Science

Citations in the corpus

Modeling root reinforcement using a root-failure Weibull survival function (2013, methodology): “Combining laboratory data from Operstein and Frydman (2000) on four Mediterranean shrub species and Ammann et al. (2009) on Spruce trees we obtain β = −0.”
Scaling of the reinforcement of soil slopes by living plants in a geotechnical centrifuge (2017, methodology): “For the measurements of root distribution at the shear plane depths used in the shear test samples, the testing method and procedures reported by Loades et al. (2010) were employed.”
An analytical fiber bundle model for pullout mechanics of root bundles (2011, result): “These assumptions are also in conflict with numerous field and laboratory observations [e.g.,Pollen et al., 2004;Docker and Hubble, 2008;Mickovski et al., 2009; Loades et al., 2010].”
Simulation of direct shear tests on rooted and non-rooted soil using finite element analysis (2011, background): “, 2005) and in the laboratory (Shewbridge and Sitar, 1996; Waldron, 1977; Waldron and Dakessian, 1982; Abe and Ziemer, 1991; Gray and Ohashi, 1983; Fan and Su, 2009a,b; Loades et al., 2010), to evaluate the performance of real roots or fibre inclusions designed to simulate roots.”
Root systems of native shrubs and trees in Hong Kong and their effects on enhancing slope stability (2015, methodology): “(1979) has been widely used to estimate the increase in soil shear strength due to the contribution of roots (e.g. Abdi et al., 2010; Abernethy and Rutherfurd, 2001; Adhikari et al., 2013; De Baets et al., 2008; Loades et al., 2010; Mattia et al., 2005; Tosi, 2007; Waldron and Dakessian, 1981).”
Soil-root Shear Strength Properties of Some Slope Plants (2011, background): “Resistance contributed by the root depends on the orientation and number of roots with respect of the shear plane (Loades et al. 2010; Wu et al. 1988).”
Engineering ecological protection against landslides in diverse mountain forests: Choosing cohesion models (2012, unknown): “When the two models were compared using the same input data, significantly different results were found (Pollen and Simon, 2005; Bischetti et al., 2009; Hales et al., 2009; Loades et al., 2010; Mickovski et al., 2009).”