A novel technique to monitor subsurface movements of landslides

Author:

Askarinejad Amin1,Springman Sarah M.2

Affiliation:

1. Faculty of Civil Engineering and Geosciences, TU Delft, 2628 CN Delft, P.O. Box 5048, 2600 GA Delft, the Netherlands.

2. IGT, ETH Zürich, Stefano-Franscini-Platz 5, 8093 Zurich, Switzerland.

Abstract

Slope deformation sensors (SDSs) were developed to monitor profiles of soil deformation at a high frequency during slope-monitoring and landslide-triggering experiments. It was hypothesized that the surface and subsurface movements could be combined to integrate the temporal development of the movements and help monitor the initiation and propagation of the shear bands indirectly, as well as predict the volume of the eventual landslide. Four SDSs were installed in a 38° slope in Northern Switzerland and slope movements due to two artificial rainfall sprinkling experiments in October 2008 and March 2009 were monitored. This paper describes the design, numerical validation, installation details, and performance of the SDSs during the first rainfall event. The data acquired from SDSs in terms of bending strain, deformation profiles, and an indication of the mechanical energy transmitted from the surrounding soil are analysed and compared with the patterns of surface movements of the slope and changes in the horizontal earth pressure. The findings are interpreted based on the applied rainfall, hydrological properties of the slope, bedrock shape, and specifications of the observed failure surface in the subsequent landslide triggering experiment. Details of the data acquired from SDSs during the second experiment in March 2009 are reported and analysed in a forthcoming paper.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. Borehole deformation measurements and internal structure of some rock glaciers in Switzerland

2. Askarinejad, A. 2013. Failure mechanisms in unsaturated silty sand slopes triggered by rainfall. D.Sc. thesis No. 21423, ETH Zurich.

3. Scaling law of static liquefaction mechanism in geocentrifuge and corresponding hydromechanical characterization of an unsaturated silty sand having a viscous pore fluid

4. ASTM. 2006. Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM standard D2487. American Society for Testing and Materials, West Conshohocken, Pa. 10.1520/D2487-06E01.

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