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 |
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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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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.</description><identifier>ISSN: 0149-6115</identifier><identifier>EISSN: 1945-7545</identifier><identifier>DOI: 10.1520/GTJ101366</identifier><identifier>CODEN: GTJODJ</identifier><language>eng</language><publisher>West Conshohocken, PA: American Society for Testing and Materials</publisher><subject>Applied sciences ; Buildings. Public works ; Exact sciences and technology ; Geotechnics ; Measurements. Technique of testing ; Soil investigations. Testing ; Soil mechanics. Rocks mechanics</subject><ispartof>Geotechnical testing journal, 2009-03, Vol.32 (2), p.1-11</ispartof><rights>All rights reserved. This material may not be reproduced or copied, in whole or in part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of the publisher.</rights><rights>2009 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a404t-ba731e44cdba94cd4739a055c17821add33a1db40978b44cf3cc11e117b6c5e33</citedby><cites>FETCH-LOGICAL-a404t-ba731e44cdba94cd4739a055c17821add33a1db40978b44cf3cc11e117b6c5e33</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>315,781,785,9793,27929,27930</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=21243303$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Olivares, Lucio</creatorcontrib><creatorcontrib>Damiano, Emilia</creatorcontrib><creatorcontrib>Greco, Roberto</creatorcontrib><creatorcontrib>Zeni, Luigi</creatorcontrib><creatorcontrib>Picarelli, Luciano</creatorcontrib><creatorcontrib>Minardo, Aldo</creatorcontrib><creatorcontrib>Guida, Andrea</creatorcontrib><creatorcontrib>Bernini, Romeo</creatorcontrib><title>An Instrumented Flume to Investigate the Mechanics of Rainfall-Induced Landslides in Unsaturated Granular Soils</title><title>Geotechnical testing journal</title><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.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Measurements. Technique of testing</subject><subject>Soil investigations. Testing</subject><subject>Soil mechanics. 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Public works</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Measurements. Technique of testing</topic><topic>Soil investigations. Testing</topic><topic>Soil mechanics. Rocks mechanics</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Olivares, Lucio</creatorcontrib><creatorcontrib>Damiano, Emilia</creatorcontrib><creatorcontrib>Greco, Roberto</creatorcontrib><creatorcontrib>Zeni, Luigi</creatorcontrib><creatorcontrib>Picarelli, Luciano</creatorcontrib><creatorcontrib>Minardo, Aldo</creatorcontrib><creatorcontrib>Guida, Andrea</creatorcontrib><creatorcontrib>Bernini, Romeo</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><jtitle>Geotechnical testing journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Olivares, Lucio</au><au>Damiano, Emilia</au><au>Greco, Roberto</au><au>Zeni, Luigi</au><au>Picarelli, Luciano</au><au>Minardo, Aldo</au><au>Guida, Andrea</au><au>Bernini, Romeo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>An Instrumented Flume to Investigate the Mechanics of Rainfall-Induced Landslides in Unsaturated Granular Soils</atitle><jtitle>Geotechnical testing journal</jtitle><date>2009-03-01</date><risdate>2009</risdate><volume>32</volume><issue>2</issue><spage>1</spage><epage>11</epage><pages>1-11</pages><issn>0149-6115</issn><eissn>1945-7545</eissn><coden>GTJODJ</coden><abstract>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.</abstract><cop>West Conshohocken, PA</cop><pub>American Society for Testing and Materials</pub><doi>10.1520/GTJ101366</doi><tpages>11</tpages></addata></record> |
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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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