Abstract

A gravelly scree slope in the Meretschibach catchment, a location in the Swiss Alps in the vicinity of Agarn, canton Valais, has been observed to deform downslope at up to 0.5m p.a. The potential instabilities at this site include surficial landslides, some of them originally thought to be triggered by an increase in pore water pressure with a subsequent loss of shear strength as a consequence of rainfall infiltration and rockfalls. A programme consisting of monitoring, laboratory testing and investigation was developed, to perform a thorough soil characterisation needed in order to produce a realistic ground model. The long-term geotechnical monitoring included in situ soil temperature, suction as well as volumetric water content measurements using dielectric permittivity and time domain reflectometry (TDR) sensors. This data was complemented by electrical resistivity tomography (ERT) to provide extensive knowledge on the depth to bedrock and to validate the volumetric water contents in specific locations. The datasets are completed by recordings from two nearby weather stations. Seasonal changes of precipitation and temperature were reflected in corresponding trends in all measurements. A comparison of volumetric water content records was obtained using capacitance and time domain reflectometry (TDR) sensors with ERT, yielding reasonable agreement. The resulting ground model, which integrates all currently available parameters, delivers the essential information and boundary conditions for predicting and validating slope instabilities in the future, using numerical and physical modelling.

Highlights

  • The Meretschibach catchment (Fig. 1), situated in the Swiss Alps, canton Valais, near the village of Agarn (620 m.a.s.l.), has been investigated due to dynamic processes of erosion, deposition and remobilisation of debris, which can evolve into different kinds of mass movement

  • The long-term geotechnical monitoring included in situ soil temperature, suction as well as volumetric water content measurements using dielectric permittivity and time domain reflectometry (TDR) sensors

  • This data was complemented by electrical resistivity tomography (ERT) to provide extensive knowledge on the depth to bedrock and to validate the volumetric water contents in specific locations

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Summary

Introduction

The Meretschibach catchment (Fig. 1), situated in the Swiss Alps, canton Valais, near the village of Agarn (620 m.a.s.l.), has been investigated due to dynamic processes of erosion, deposition and remobilisation of debris, which can evolve into different kinds of mass movement. Debris flows have reached Agarn from an active channel and caused damage to infrastructure in the past. This has been well documented (Rickenmann and Zimmermann, 1993; Oggier, 2011). Geophysical measurements complemented the long term soil monitoring, providing a convenient way to extend the knowledge of the subsurface to larger areas in the scree slope (Bogoslovsky and Ogilvy, 1977; Hack, 2000; Bichler et al, 2004; Otto and Sass, 2006; Sass, 2007; Sass et al, 2008). Trends in summer and winter, and thawing/freezing processes in spring and autumn, are discussed further

Soil classification
In situ unit weight
Slope inclination
Instrumented trenches
Sensors and calibration
VWC and temperature monitoring in instrumented trenches IT1–IT4
20 IT3 10
Tensiometers
Temperature and VWC with depth
Sensor comparison
Slope characteristics
Conclusions
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