Abstract

Rainfall-induced diffuse shallow landslides are one of the most critical natural hazards as they often evolve into highly destructive flow slides and debris flows. Vegetation is recognised to play a key role in landslide occurrence and is frequently invoked as a potential remedial measure for slope stabilisation at the catchment scale. The beneficial action of vegetation is generally associated with mechanical (root anchoring) and hydrological (suction generated by root water uptake) effects. There is indeed a third effect that has thus far been little explored. The rhizosphere, the portion of soil directly affected by plant roots, is characterised by hydraulic conductivity higher than the underlying soil horizons. This significantly affects hillslope hydrology by promoting lateral diversion of rainwater. This paper presents a case study in Scotland where the rhizosphere is demonstrated to play a major role in controlling shallow landslides. Field investigation and laboratory testing were carried out to characterise the hydraulic conductivity of the rhizosphere and deeper horizons. In turn, this formed the basis for the development of a physically based model for the slope. The model was first validated against its capability to simulate failure of two historical landslides and then exploited to demonstrate the beneficial effect of the rhizosphere. The lesson learned from this study is that shallow landslide hazard can be mitigated by enhancing the capacity of the rhizosphere to act as a natural lateral drainage. This implies that plants with root-system architecture that enhances lateral subsurface flow should be privileged when designing vegetation-based remedial measures.

Highlights

  • Rainfall-induced landslides represent a natural phenomenon typically observed in mountainous areas after intensive or long rainy periods (Chen and Lee 2003)

  • This paper presents a case study of shallow landslides where the rhizosphere is demonstrated to play a major role in controlling slope instability

  • Field investigation and laboratory testing were carried out to characterise the hydraulic conductivity of the rhizosphere and the deeper horizons. This characterisation formed the basis for the development of a physically based model for shallow landslides, which was first validated against its capability of simulating two historical landslide events and exploited to demonstrate the beneficial effects of the rhizosphere

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Summary

Introduction

Rainfall-induced landslides represent a natural phenomenon typically observed in mountainous areas after intensive or long rainy periods (Chen and Lee 2003). When heavy and/or prolonged rainfall events occur, water infiltrates into the slope and porewater pressures increase These reduce the soil shear strength eventually triggering slope instability (Gonzalez-Ollauri and Mickovski 2017a; Sidle and Bogaard 2016). Their danger is mainly associated to the high velocities and long travel distance developed, causing property and infrastructure damage, injury and death. Promotes soil water extraction via the transpiration process occurring in the soil-plant-atmosphere continuum (soil water is driven from the soil through the plant to the atmosphere) This mechanism contributes to keep the soil in an unsaturated state enhancing its shear strength (Liu et al 2016; Gerten et al 2004). This characterisation formed the basis for the development of a physically based model for shallow landslides, which was first validated against its capability of simulating two historical landslide events and exploited to demonstrate the beneficial effects of the rhizosphere

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