Time probabilistic evaluation of seismically induced landslide hazard in Irpinia (Southern Italy)
A recently proposed method, which incorporates the Newmark model to evaluate the earthquake-induced landslide hazard at regional scale, was applied to Irpinia, one of the most seismically active regions of Italy. The method adopts a probabilistic approach to calculate values of critical acceleration...
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Veröffentlicht in: | Soil dynamics and earthquake engineering (1984) 2004-12, Vol.24 (12), p.915-928 |
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container_title | Soil dynamics and earthquake engineering (1984) |
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creator | Del Gaudio, V. Wasowski, J. |
description | A recently proposed method, which incorporates the Newmark model to evaluate the earthquake-induced landslide hazard at regional scale, was applied to Irpinia, one of the most seismically active regions of Italy. The method adopts a probabilistic approach to calculate values of critical acceleration
a
c representing the minimum strength required for a slope not to fail at a fixed probability level in a given time interval. Regional probabilistic hazard maps were generated for the two failure types most common in Irpinia (slump–earthflows and rock falls). The results suggest that quite moderate critical acceleration (0.05–0.08
g) could suffice to keep the slope failure probability low. However, the available data indicate that potential slide surfaces with
a
c below these values could be common in Irpinia, where, perhaps in relation to particular geo-environmental conditions, a relative large number of marginally stable slopes might survive other destabilising actions and fail even on occasion of not particularly strong earthquake shaking. |
doi_str_mv | 10.1016/j.soildyn.2004.06.019 |
format | Article |
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a
c representing the minimum strength required for a slope not to fail at a fixed probability level in a given time interval. Regional probabilistic hazard maps were generated for the two failure types most common in Irpinia (slump–earthflows and rock falls). The results suggest that quite moderate critical acceleration (0.05–0.08
g) could suffice to keep the slope failure probability low. However, the available data indicate that potential slide surfaces with
a
c below these values could be common in Irpinia, where, perhaps in relation to particular geo-environmental conditions, a relative large number of marginally stable slopes might survive other destabilising actions and fail even on occasion of not particularly strong earthquake shaking.</description><identifier>ISSN: 0267-7261</identifier><identifier>EISSN: 1879-341X</identifier><identifier>DOI: 10.1016/j.soildyn.2004.06.019</identifier><identifier>CODEN: SDEEEJ</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Arias intensity ; Critical acceleration ; Earth sciences ; Earth, ocean, space ; Earthquake-induced landslides ; Earthquakes, seismology ; Engineering and environment geology. Geothermics ; Engineering geology ; Exact sciences and technology ; Hazard ; Internal geophysics ; Natural hazards: prediction, damages, etc ; Newmark displacement ; Southern Italy</subject><ispartof>Soil dynamics and earthquake engineering (1984), 2004-12, Vol.24 (12), p.915-928</ispartof><rights>2004 Elsevier Ltd</rights><rights>2004 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a391t-a5aa1ca4ab18d49760d9333a24139d8ca504559b5a1fc0078a7fbb48ce156db93</citedby><cites>FETCH-LOGICAL-a391t-a5aa1ca4ab18d49760d9333a24139d8ca504559b5a1fc0078a7fbb48ce156db93</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.soildyn.2004.06.019$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,777,781,3537,27905,27906,45976</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=16253168$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Del Gaudio, V.</creatorcontrib><creatorcontrib>Wasowski, J.</creatorcontrib><title>Time probabilistic evaluation of seismically induced landslide hazard in Irpinia (Southern Italy)</title><title>Soil dynamics and earthquake engineering (1984)</title><description>A recently proposed method, which incorporates the Newmark model to evaluate the earthquake-induced landslide hazard at regional scale, was applied to Irpinia, one of the most seismically active regions of Italy. The method adopts a probabilistic approach to calculate values of critical acceleration
a
c representing the minimum strength required for a slope not to fail at a fixed probability level in a given time interval. Regional probabilistic hazard maps were generated for the two failure types most common in Irpinia (slump–earthflows and rock falls). The results suggest that quite moderate critical acceleration (0.05–0.08
g) could suffice to keep the slope failure probability low. However, the available data indicate that potential slide surfaces with
a
c below these values could be common in Irpinia, where, perhaps in relation to particular geo-environmental conditions, a relative large number of marginally stable slopes might survive other destabilising actions and fail even on occasion of not particularly strong earthquake shaking.</description><subject>Arias intensity</subject><subject>Critical acceleration</subject><subject>Earth sciences</subject><subject>Earth, ocean, space</subject><subject>Earthquake-induced landslides</subject><subject>Earthquakes, seismology</subject><subject>Engineering and environment geology. Geothermics</subject><subject>Engineering geology</subject><subject>Exact sciences and technology</subject><subject>Hazard</subject><subject>Internal geophysics</subject><subject>Natural hazards: prediction, damages, etc</subject><subject>Newmark displacement</subject><subject>Southern Italy</subject><issn>0267-7261</issn><issn>1879-341X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2004</creationdate><recordtype>article</recordtype><recordid>eNqFkEFr3DAQhUVJIJukPyGgS0t6sKuxJdk-lRKaNLDQQzbQmxhLMplFa28lO7D99VXYhRx7Gph5b2bex9gNiBIE6K_bMk0U3GEsKyFkKXQpoPvAVtA2XVFL-H3GVqLSTdFUGi7YZUpbIaCBVq8Ybmjn-T5OPfYUKM1kuX_FsOBM08ingSdPaUcWQzhwGt1iveMBR5cCOc9f8C9Glwf8Me5pJOS3T9Myv_iYOzOGw5drdj5gSP7jqV6x5_sfm7ufxfrXw-Pd93WBdQdzgQoRLErsoXWya7RwXV3XWEmoO9daVEIq1fUKYbBCNC02Q9_L1npQ2vVdfcU-H_fmMH8Wn2azo2R9yL_6aUmmamWllJZZqI5CG6eUoh_MPtIO48GAMG9AzdacgJo3oEZok4Fm36fTAUwZxxBxtJTezbpSNeg2674ddT6nfSUfTbLkx8yNorezcRP959I_l16QRw</recordid><startdate>20041201</startdate><enddate>20041201</enddate><creator>Del Gaudio, V.</creator><creator>Wasowski, J.</creator><general>Elsevier Ltd</general><general>Elsevier Science</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20041201</creationdate><title>Time probabilistic evaluation of seismically induced landslide hazard in Irpinia (Southern Italy)</title><author>Del Gaudio, V. ; Wasowski, J.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a391t-a5aa1ca4ab18d49760d9333a24139d8ca504559b5a1fc0078a7fbb48ce156db93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2004</creationdate><topic>Arias intensity</topic><topic>Critical acceleration</topic><topic>Earth sciences</topic><topic>Earth, ocean, space</topic><topic>Earthquake-induced landslides</topic><topic>Earthquakes, seismology</topic><topic>Engineering and environment geology. Geothermics</topic><topic>Engineering geology</topic><topic>Exact sciences and technology</topic><topic>Hazard</topic><topic>Internal geophysics</topic><topic>Natural hazards: prediction, damages, etc</topic><topic>Newmark displacement</topic><topic>Southern Italy</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Del Gaudio, V.</creatorcontrib><creatorcontrib>Wasowski, J.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Del Gaudio, V.</au><au>Wasowski, J.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Time probabilistic evaluation of seismically induced landslide hazard in Irpinia (Southern Italy)</atitle><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle><date>2004-12-01</date><risdate>2004</risdate><volume>24</volume><issue>12</issue><spage>915</spage><epage>928</epage><pages>915-928</pages><issn>0267-7261</issn><eissn>1879-341X</eissn><coden>SDEEEJ</coden><abstract>A recently proposed method, which incorporates the Newmark model to evaluate the earthquake-induced landslide hazard at regional scale, was applied to Irpinia, one of the most seismically active regions of Italy. The method adopts a probabilistic approach to calculate values of critical acceleration
a
c representing the minimum strength required for a slope not to fail at a fixed probability level in a given time interval. Regional probabilistic hazard maps were generated for the two failure types most common in Irpinia (slump–earthflows and rock falls). The results suggest that quite moderate critical acceleration (0.05–0.08
g) could suffice to keep the slope failure probability low. However, the available data indicate that potential slide surfaces with
a
c below these values could be common in Irpinia, where, perhaps in relation to particular geo-environmental conditions, a relative large number of marginally stable slopes might survive other destabilising actions and fail even on occasion of not particularly strong earthquake shaking.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.soildyn.2004.06.019</doi><tpages>14</tpages></addata></record> |
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source | Elsevier ScienceDirect Journals |
subjects | Arias intensity Critical acceleration Earth sciences Earth, ocean, space Earthquake-induced landslides Earthquakes, seismology Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Hazard Internal geophysics Natural hazards: prediction, damages, etc Newmark displacement Southern Italy |
title | Time probabilistic evaluation of seismically induced landslide hazard in Irpinia (Southern Italy) |
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