Modelling the seismic performance of rooted slopes from individual root–soil interaction to global slope behaviour

Abstract

Modelling the seismic performance of rooted slopes from individual root-soil interaction to global slope behaviour T. LIANG Ã , J. A. KNAPPETT Ã and N. DUCKETT † Many natural and man-made slopes are planted with vegetation, and it is known that this can increase the stability of slopes under static conditions. There is anecdotal evidence that vegetated slopes also perform better than fallow slopes during earthquakes. However, the study of the dynamic behaviour of slopes planted with species having dichotomous ('woody') roots is relatively rare owing to the extreme expense and difficulty involved in conducting full-scale dynamic testing on shrubs and trees. In this paper, dynamic centrifuge testing and supporting numerical modelling have been conducted to study this problem. In the centrifuge modelling, ABS plastic rods are used to simulate repeatably the mechanical properties of real roots. The numerical modelling work consisted of two parts. First, a computationally-efficient beam-on-non-linear-Winkler-foundation (BNWF) model using existing p-y formulations from piling engineering was employed to produce a macro-element describing the individual root and soil interaction both pre-and post-failure. By adding contributions from the different root analogues of different diameters, smeared continuum properties were derived that could be included in a fully dynamic, plane-strain continuum, finite-element model in a straightforward way. The BNWF approach was validated against large direct shear tests having stress conditions simulating those in the centrifuge at different potential slip plane depths. The conversion to smeared properties for global time-history analysis of the slope was validated by comparing the continuum finite-element results with the centrifuge test data in terms of both the dynamic response and permanent deformations at the crest, and these demonstrated good agreement. Owing to the simplicity of the BNWF approach and its ability to consider variable root geometries and properties, along with variation of soil properties with depth, it is suggested that the validated approach described will be useful in linking individual root-soil interaction characteristics (root strength and stiffness, diameter variation, root spacing and so on) to global slope behaviour.KEYWORDS: centrifuge modelling; earthquakes; finite-element modelling; numerical modelling; slopes; vegetation INTRODUCTION Vegetation (grasses, shrubs and trees), as an effective and environmentally friendly approach to improving slope stability, improves slope stability mainly through direct mechanical reinforcement of soil and by modifying groundwater conditions by means of evapotranspiration. The net effect of both of these mechanisms is an increase in shear strength within a defined zone around the roots, although only the mechanical effect is present at all times; the hydrological effects potentially disappear following heavy rain. In terms of the direct mechanical effect, many studies have been performed to quantify the increase in soil ...

Centrifuge modelling of building response to tunnel excavation

“…Advances in 3D printing (3DP) have opened the door to an array of applications in civil engineering research (DeJong and Vibert, 2012;Feng et al, 2015;Liang et al, 2013Liang et al, , 2015. The main advantage of using 3DP to centrifuge modelling is that small-scale models can be fabricated without missing essential details.…”

“…The main advantage of using 3DP to centrifuge modelling is that small-scale models can be fabricated without missing essential details. For instance, Liang et al (2015) have used 3D printed root models when centrifuge modelling the seismic performance of vegetated slopes.…”

Correlating hydrologic reinforcement of vegetated soil with plant traits during establishment of woody perennials

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Analysis of coupled axial and lateral deformation of roots in soil

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“…Transverse loading was either linear elastic or constant. () Duckett and Liang et al used a numerical implementation of such a model in ABAQUS, basing the transverse resistance term q l on a non‐linear model for resistance on laterally loaded piles . Such models maintain the key components that govern the behaviour of the root (root mechanical properties, root architecture/orientation, and soil‐root interaction) while minimising computational cost compared with FE analyses.…”