An Instrumented Flume to Investigate the Mechanics of Rainfall-Induced Landslides in Unsaturated Granular Soils

The mechanics of rainfall-induced flowslides in pyroclastic soils have yet to be completely clarified. The complexity of phenomena (rainfall-induced failure in initially unsaturated granular deposits, post-failure transition to flow-like landslide) requires the use of a well-equipped small-scale flu...

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Veröffentlicht in:Geotechnical testing journal 2009-03, Vol.32 (2), p.1-11
Hauptverfasser: Olivares, Lucio, Damiano, Emilia, Greco, Roberto, Zeni, Luigi, Picarelli, Luciano, Minardo, Aldo, Guida, Andrea, Bernini, Romeo
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container_end_page 11
container_issue 2
container_start_page 1
container_title Geotechnical testing journal
container_volume 32
creator Olivares, Lucio
Damiano, Emilia
Greco, Roberto
Zeni, Luigi
Picarelli, Luciano
Minardo, Aldo
Guida, Andrea
Bernini, Romeo
description The mechanics of rainfall-induced flowslides in pyroclastic soils have yet to be completely clarified. The complexity of phenomena (rainfall-induced failure in initially unsaturated granular deposits, post-failure transition to flow-like landslide) requires the use of a well-equipped small-scale flume. To this aim, flume experiments at the Second University of Naples were performed to analyze the fundamental aspects of such phenomena. A new experimental program is now being carried out to assess the performance of a time domain reflectometry device and optical fibers as indicators of impending failure. The paper describes the instrumented flume and the procedures adopted for monitoring the major aspects of slope behavior. Our first experimental results are very promising in this respect.
doi_str_mv 10.1520/GTJ101366
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1945-7545
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subjects Applied sciences
Buildings. Public works
Exact sciences and technology
Geotechnics
Measurements. Technique of testing
Soil investigations. Testing
Soil mechanics. Rocks mechanics
title An Instrumented Flume to Investigate the Mechanics of Rainfall-Induced Landslides in Unsaturated Granular Soils
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