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  • 1
    Online Resource
    Online Resource
    London :Taylor & Francis Group,
    Keywords: Igneous rocks-Congresses. ; Volcanic ash, tuff, etc.-Congresses. ; Andosols-Congresses. ; Electronic books.
    Type of Medium: Online Resource
    Pages: 1 online resource (381 pages)
    Edition: 1st ed.
    ISBN: 9781317299431
    DDC: 552.1
    Language: English
    Note: Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- Preface -- Committees -- Keynote Lectures -- Sensitive pyroclastic-derived halloysitic soils in northern New Zealand: Interplay of microstructure, minerals, and geomechanics -- Mechanical behavior of volcanic rocks -- From micro to macro: An investigation of the geomechanical behaviour of pumice sand -- Climatic effects on pore-water pressure, deformation and stress mobilization of a vegetated volcanic soil slope in Hong Kong -- Unstable geotechnical problems of columnar jointed rock mass and volcanic tuff soil induced by underground excavation: A case study in the Baihetan hydropower station, China -- Session 1: Structural features of volcanic materials -- A micro- and macro-scale investigation of the geotechnical properties of a pyroclastic flow deposit of the Colli Albani -- New geotechnical classification proposed for low density pyroclastic rocks -- Alteration of volcanic rocks on the geothermal fields of Kuril-Kamchatka arc -- Hydrothermally altered rocks as a field of dangerous slope processes (the Geysers Valley, Kamchatka peninsula, Russia) -- Effects of compaction conditions on undrained strength and arrangements of soil particles for Shikotsu volcanic soil -- Session 2: Mechanical behaviour of volcanic rocks -- Microstructural features and strength properties of weak pyroclastic rocks from Central Italy -- Compressibility of geothermal reservoir rocks from the Wairakei-Tauhara fields with insights gained from geotechnical laboratory testing and scanning electron microscope imaging -- Geomechanical characterization of different lithofacies of the Cuitzeo ignimbrites -- Triaxial and shear box tests on a pyroclastic soft rock -- Failure criterion for low density pyroclasts. , Relationship between the isotropic collapse pressure and the uniaxial compressive strength, and depth of collapse, both derived from a new failure criterion for low density pyroclasts -- Correlation between the isotropic collapse pressure and the unit weight for low density pyroclasts -- Underground caverns in volcanic rocks: Geological aspects and associated geotechnical behaviour of pyroclastic rocks -- Session 3: Mechanical behaviour of volcanic soils -- One-dimensional compression of volcanic ash of Mount Etna -- Geotechnical characterization of Mount Etna ash for its reuse preserving human health -- Geotechnical issues concerning the material removal and reuse of pyroclastic soils -- VS measurements in volcanic urban areas from ambient noise Rayleigh waves -- Collapse-upon-wetting behaviour of a volcanic soil -- Experimental investigation and constitutive modelling for an unsaturated pyroclastic soil -- Shear strength of a pyroclastic soil measured in different testing devices -- Experimental study on the shear moduli of volcanic soil with various fines content on equivalent granular void ratio -- A laboratory investigation on the cyclic liquefaction resistance of pyroclastic soils -- Experimental evaluation of liquefaction resistance for volcanic coarse-grained soil in cold region using temperature- and/or moisture-controlled triaxial apparatus -- One-dimensional consolidation of unsaturated pyroclastic soils: Theoretical analysis and experimental results -- A new rheometer for mud and debris flow -- Hydraulic characterization of an unsaturated pyroclastic slope by in situ measurements -- The behaviour of Hong Kong volcanic saprolites in one-dimensional compression -- Microstructure insights in mechanical improvement of a lime-stabilised pyroclastic soil -- Dynamics of volcanic sand through resonant column and cyclic triaxial tests. , Session 4: Geotechnical aspects of natural hazards -- Geological evolution of the Ischia volcanic complex (Naples Bay, Tyrrhenian sea) based on submarine seismic reflection profiles -- Investigation on the hydraulic hysteresis of a pyroclastic deposit -- An investigation of infiltration and deformation processes in layered small-scale slopes in pyroclastic soils -- Rainfall-induced slope instabilities in pyroclastic soils: The case study of Mount Albino (Campania region, southern Italy) -- Geotechnical characterization and seismic slope stability of rock slopes in the Port Hills during the New Zealand 2011 Canterbury Earthquakes -- High-resolution geological model of the gravitational deformation affecting the western slope of Mt. Epomeo (Ischia) -- Geo-engineering contributions to improve volcanic rock and soil slopes stabilization -- Wave erosion mechanism of volcanic embankment subjected to cyclic loadings -- Earthquake-induced flow-type slope failures in volcanic sandy soils and tentative evaluation of the fluidization properties of soils -- Rock fall instabilities and safety of visitors in the historic rock cut monastery of Vardzia (Georgia) -- Integration of geotechnical modeling and remote sensing data to analyze the evolution of an active volcanic area: The case of the New South East Crater (Mount Etna) -- New mapping techniques on coastal volcanic rock platforms using UAV LiDAR surveys in Pico Island, Azores (Portugal) -- Cyclical suction characteristics in unsaturated slopes -- Session 5: Geotechnical problems of engineering structures -- The application of grouting technique to volcanic rocks and soils, to solve two difficult tunnelling problems -- Study on volcanic sediment embankment collapse in the 2011 Earthquake off the Pacific Coast of Tohoku. , Numerical analysis of effects of water leakage with loss of fines on concrete tunnel lining -- Excavations in the Neapolitan Subsoil: The experience of the Toledo Station service tunnel -- Partial reactivation of a DGSD of ignimbrite and tuff in an alpine glacial valley in Northern Italy -- Vertical bearing mechanism of pile foundation in volcanic ash soil -- Author index.
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  • 2
    Online Resource
    Online Resource
    Milton :Taylor & Francis Group,
    Keywords: Igneous rocks -- Congresses. ; Volcanic ash, tuff, etc. -- Congresses. ; Andosols -- Congresses. ; Electronic books.
    Description / Table of Contents: Dealing with recent developments in the geotechnical characterization and engineering applications related to volcanic formations, this book is of interest to scientists and practitioners in the fields of rock and soil mechanics, geotechnical engineering, engineering geology and geology.
    Type of Medium: Online Resource
    Pages: 1 online resource (213 pages)
    Edition: 1st ed.
    ISBN: 9781315647913
    Language: English
    Note: Cover -- Half Title -- Title Page -- Table of Contents -- Preface -- Committees -- Keynote Lectures -- Sensitive pyroclastic-derived halloysitic soils in northern New Zealand: Interplay of microstructure, minerals, and geomechanics -- Mechanical behavior of volcanic rocks -- From micro to macro: An investigation of the geomechanical behaviour of pumice sand -- Climatic effects on pore-water pressure, deformation and stress mobilization of a vegetated volcanic soil slope in Hong Kong -- Unstable geotechnical problems of columnar jointed rock mass and volcanic tuff soil induced by underground excavation: A case study in the Baihetan hydropower station, China -- Session 1: Structural features of volcanic materials -- A micro- and macro-scale investigation of the geotechnical properties of a pyroclastic flow deposit of the Colli Albani -- New geotechnical classification proposed for low density pyroclastic rocks -- Alteration of volcanic rocks on the geothermal fields of Kuril-Kamchatka arc -- Hydrothermally altered rocks as a field of dangerous slope processes (the Geysers Valley, Kamchatka peninsula, Russia) -- Effects of compaction conditions on undrained strength and arrangements of soil particles for Shikotsu volcanic soil -- Session 2: Mechanical behaviour of volcanic rocks -- Microstructural features and strength properties of weak pyroclastic rocks from Central Italy -- Compressibility of geothermal reservoir rocks from theWairakei-Tauhara fields with insights gained from geotechnical laboratory testing and scanning electron microscope imaging -- Geomechanical characterization of different lithofacies of the Cuitzeo ignimbrites -- Triaxial and shear box tests on a pyroclastic soft rock -- Failure criterion for low density pyroclasts. , Relationship between the isotropic collapse pressure and the uniaxial compressive strength, and depth of collapse, both derived from a new failure criterion for low density pyroclasts -- Correlation between the isotropic collapse pressure and the unit weight for low density pyroclasts -- Underground caverns in volcanic rocks: Geological aspects and associated geotechnical behaviour of pyroclastic rocks -- Session 3: Mechanical behaviour of volcanic soils -- One-dimensional compression of volcanic ash of Mount Etna -- Geotechnical characterization of Mount Etna ash for its reuse preserving human health -- Geotechnical issues concerning the material removal and reuse of pyroclastic soils -- VS measurements in volcanic urban areas from ambient noise Rayleigh waves -- Collapse-upon-wetting behaviour of a volcanic soil -- Experimental investigation and constitutive modelling for an unsaturated pyroclastic soil -- Shear strength of a pyroclastic soil measured in different testing devices -- Experimental study on the shear moduli of volcanic soil with various fines content on quivalent granular void ratio -- A laboratory investigation on the cyclic liquefaction resistance of pyroclastic soils -- Experimental evaluation of liquefaction resistance for volcanic coarse-grained soil in cold region using temperature- and/or moisture-controlled triaxial apparatus -- One-dimensional consolidation of unsaturated pyroclastic soils: Theoretical analysis and experimental results -- A new rheometer for mud and debris flow -- Hydraulic characterization of an unsaturated pyroclastic slope by in situ measurements -- The behaviour of Hong Kong volcanic saprolites in one-dimensional compression -- Microstructure insights in mechanical improvement of a lime-stabilised pyroclastic soil -- Dynamics of volcanic sand through resonant column and cyclic triaxial tests. , Session 4: Geotechnical aspects of natural hazards -- Geological evolution of the Ischia volcanic complex (Naples Bay, Tyrrhenian sea) based on submarine seismic reflection profiles -- Investigation on the hydraulic hysteresis of a pyroclastic deposit -- An investigation of infiltration and deformation processes in layered small-scale slopes in pyroclastic soils -- Rainfall-induced slope instabilities in pyroclastic soils: The case study of Mount Albino (Campania region, southern Italy) -- Geotechnical characterization and seismic slope stability of rock slopes in the Port Hills during the New Zealand 2011 Canterbury Earthquakes -- High-resolution geological model of the gravitational deformation affecting the western slope of Mt. Epomeo (Ischia) -- Geo-engineering contributions to improve volcanic rock and soil slopes stabilization -- Wave erosion mechanism of volcanic embankment subjected to cyclic loadings -- Earthquake-induced flow-type slope failures in volcanic sandy soils and tentative evaluation of the fluidization properties of soils -- Rock fall instabilities and safety of visitors in the historic rock cut monastery of Vardzia (Georgia) -- Integration of geotechnical modeling and remote sensing data to analyze the evolution of an active volcanic area: The case of the New South East Crater (Mount Etna) -- New mapping techniques on coastal volcanic rock platforms using UAV LiDAR surveys in Pico Island, Azores (Portugal) -- Cyclical suction characteristics in unsaturated slopes -- Session 5: Geotechnical problems of engineering structures -- The application of grouting technique to volcanic rocks and soils, to solve two difficult tunnelling problems -- Study on volcanic sediment embankment collapse in the 2011 Earthquake off the Pacific Coast of Tohoku. , Numerical analysis of effects of water leakage with loss of fines on concrete tunnel lining -- Excavations in the Neapolitan Subsoil: The experience of the Toledo Station service tunnel -- Partial reactivation of a DGSD of ignimbrite and tuff in an alpine glacial valley in Northern Italy -- Vertical bearing mechanism of pile foundation in volcanic ash soil -- Author index.
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  • 3
    Publication Date: 2021-06-25
    Description: This paper concerns the analysis of the site amplification that significantly influenced the non-uniform damage distribution observed at San Giuliano di Puglia(Italy)afterthe2002Moliseearthquake(MW=5.7).Infact,thehistorical coreofthetown,settledonoutcroppingrock,receivedlessdamagethanthemore recent buildings, founded on a clayey subsoil. Comprehensive geotechnical and geophysicalinvestigationsallowedadetaileddefinitionofthesubsoilmodel.The seismicresponseofthesubsoilwasanalyzedthrough2-Dfinite-elementand3-D spectral-elementmethods.Theaccuracyofsuchmodelswasverifiedbycomparing the numerical predictions to the aftershocks recorded by a temporary seismic network.Aftercalibration,theseismicresponsetoasyntheticinputmotionreproducing the main shock was simulated. The influence of site amplification on the damage distribution observed was finally interpreted by combining the predicted variation of ground motion parameters with the structural vulnerability of the buildings.
    Description: Published
    Description: 497-526
    Description: 4T. Sismologia, geofisica e geologia per l'ingegneria sismica
    Description: JCR Journal
    Keywords: 04.06. Seismology
    Repository Name: Istituto Nazionale di Geofisica e Vulcanologia (INGV)
    Type: article
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  • 4
    Publication Date: 2020-12-15
    Description: The paper reports about the in-situ and laboratory tests executed in the aftermath of the April 6, 2009 L’Aquila earthquake, aimed at contributing to the definition of geotechnical models for site response analyses in the Aterno valley. The investigation started immediately after the earthquake and was entrusted by the Civil Protection Department to different public institutions and private companies; the experimental activities here reported were coordinated by the Italian Geotechnical Society. In the paper, after briefly depicting the geological setting of the L’Aquila basin and the Aterno river valley, an overview of their subsoil conditions is given, based on the geotechnical tests executed before the 2009 earthquake. Thereafter, the specific investigations planned for the characterization of reconstruction sites and seismic microzonation are widely described. The in situ tests consisted of seismic dilatometer and multi-receiver surface wave tests; the resulting shear wave velocity profiles were compared each other, and against independent Down-Hole tests and ambient noise measurements. The laboratory investigation included cyclic/dynamic simple/torsional shear tests on undisturbed samples. The results, summarized in terms of variation of stiffness and damping with shear strain, highlighted some peculiar properties of the soils in the Aterno valley, which could be related to their index properties.
    Description: Published
    Description: 20-40
    Description: 4T. Sismologia, geofisica e geologia per l'ingegneria sismica
    Description: N/A or not JCR
    Repository Name: Istituto Nazionale di Geofisica e Vulcanologia (INGV)
    Type: article
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  • 5
    Publication Date: 2021-03-15
    Description: Several historical towns and sites in Italy and other parts of Southern Europe were built on topographic reliefs, and they host inestimable cultural heritage. In Calabria (southern Italy), the historical town of Gerace is located in a highly seismic area and lies on top of an unstable cliff, constituted by a soft rock slab overlying a thick clay shale formation. A comprehensive study was carried out to reproduce the seismic response of the cliff and analyse potential effects due to severe earthquakes, such as those attributed by historical documents to the Calabrian seismic sequence that occurred in 1783. Much effort was spent on the geotechnical characterisation of the soils; in particular, a subsoil model was obtained by combining data from field and laboratory tests. The seismic response of the cliff due to the first event of the Calabrian sequence was simulated by 1D and 2D non-linear analyses, which enabled an assessment of the influence of topography on the seismic response. The 2D analyses justified the occurrence of large permanent deformations, as reported by the chronicles following the historical seismic sequence.
    Description: Published
    Description: 5617–5633
    Description: 5T. Sismologia, geofisica e geologia per l'ingegneria sismica
    Description: JCR Journal
    Keywords: Historical earthquakes ; Dynamic soil properties ; Numerical analyses ; Ground deformation ; Seismic response
    Repository Name: Istituto Nazionale di Geofisica e Vulcanologia (INGV)
    Type: article
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  • 6
    Publication Date: 2018-03-22
    Description: L’ articolo descrive uno studio riguardante i fenomeni deformativi osservati dopo il sisma dell’Emilia del maggio 2012 lungo un tratto di argine del Canale Diversivo di Burana che ricade nell’abitato di Scortichino, frazione del comune di Bondeno (FE). In questa porzione del rilevato arginale sono state edificate oltre un centinaio di abitazioni ed alcune strutture di medio-piccole dimensioni adibite ad attività produttive o a deposito, molte delle quali sono risultate pesantemente danneggiate e dichiarate inagibili proprio a causa delle deformazioni e del sistema di fratture longitudinali presenti nel terreno in seguito al terremoto. Il contributo qui presentato si prefigge di analizzare la risposta sismica dell’argine durante la sequenza sismica del 2012, comprendere le cause dei dissesti nonché individuare le necessarie azioni di mitigazione e gli eventuali interventi di messa in sicurezza nei confronti di terremoti futuri. A questo scopo è stata condotta un’ampia campagna sperimentale di indagini in sito e in laboratorio, finalizzata alla ricostruzione di un accurato modello geotecnico per la valutazione delle condizioni di stabilità dell’argine in condizioni sismiche, portando in conto anche l’eventuale insorgenza di fenomeni di liquefazione nei terreni sabbiosi superficiali costituenti la fondazione del corpo arginale. L’ analisi illustrata è il risultato dell’attività di indagine svolta per più di un anno dal Gruppo di Lavoro Argini (GdLA), costituitosi nel luglio 2012 in seguito ad un accordo fra la Regione Emilia-Romagna e l’Associazione Geotecnica Italiana per la verifica delle condizioni di stabilità dei rilevati arginali nelle aree colpite dal terremoto.
    Description: Published
    Description: 28-58
    Description: 4T. Sismologia, geofisica e geologia per l'ingegneria sismica
    Description: N/A or not JCR
    Repository Name: Istituto Nazionale di Geofisica e Vulcanologia (INGV)
    Type: article
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  • 7
    Publication Date: 2021-09-08
    Description: Probabilistic seismic hazard analysis (PSHA) encompasses quantitative estimation of seismic hazard at a site by considering all plausible earthquake scenarios. The outcome of a PSHA is often reported as the mean rate of exceeding a specific ground motion intensity measure at a given site. This study attempts to perform PSHA for the western area of the city Naples (southern Italy) by employing the most advanced methods and new databases; namely, DISS3.2 (Database of Individual Seismogenic Sources) and CPTI15 (Parametric Catalogue of Italian Earthquakes). Seismogenic models include individual seismogenic structures/faults liable to generating major earthquakes with magnitude greater than 5.5, and background areal source model to evaluate the effect of earthquakes with magnitude less than 5.5. The PSHA is built up based on the long-term earthquake recurrence on seismogenic tectonic faults and the spatial distribution of historical earthquakes. Site amplification is considered based on seismic microzonation maps derived for the western area of Naples. The microzonation maps delineate expected levels of ground motion amplification based on reliable geological and geotechnical subsoil models. Hazard maps are derived for a number of return periods for ground-shaking in terms of peak ground acceleration and 5%-damped pseudo-spectral acceleration at a range of periods that are representative of the existing construction within the area. Detailed comparisons of the PSHA results with Italian national hazard maps and the code-based design spectra emphasize the importance of performing site-specific PSHA with explicit consideration of site effects.
    Description: Published
    Description: 4743–4796
    Description: 5T. Sismologia, geofisica e geologia per l'ingegneria sismica
    Description: 6T. Studi di pericolosità sismica e da maremoto
    Description: JCR Journal
    Repository Name: Istituto Nazionale di Geofisica e Vulcanologia (INGV)
    Type: article
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  • 8
    Publication Date: 2022-02-25
    Description: On August 21, 2017, the volcanic island of Ischia was struck by a Mw 3.9 (http://cnt.rm.ingv.it/event/16796811) earthquake which caused two victims and heavy damages on wide portions of the Casamicciola Terme, Lacco Ameno and Forio municipalities. Following the Decree 1/2018 of the Government Commission for the reconstruction of damaged areas of Ischia Island, a Grade 3 Seismic Microzonation study was committed by each municipality to private consultants, who were scientifically supported by a multidisciplinary team of geologists, geophysicists and geotechnical engineers from CNR, INGV and University of Naples “Federico II”. The existing data from previous geological and geotechnical investigations were integrated with the results of new geo-lithological surveys and geophysical measurements (HVSR, MASW, Down hole tests) carried out by the consultants. The whole amount of data was quality checked, homogenized and collected in a SQLite/SpatiaLite geodatabase using a QGIS open source software by the support team. A geo-lithological map of northern and western sides of the island was then produced, and the results of routine geophysical tests were coupled with those of seismic 2D ambient vibration arrays, to obtain shear wave velocity profiles (several hundreds of meters deep) down to the seismic bedrock, made of lithic tuffs and lavas, and to define its buried morphology. This in turn enabled to draw a map of seismically homogeneous microzones of the entire study area. Cyclic torsional shear tests were carried out on 10 undisturbed soil samples, mainly taken from epiclastic cover deposits, to characterize their non-linear behavior to be adopted for seismic response analyses. These latter were carried out along 1D profiles characterizing each microzone and along selected 2D cross sections running from the Mount Epomeo to the coast. The dynamic analyses allowed to detect and map areas characterized by variable amplification factors, of spectral accelerations throughout different ranges of periods (0.1- 0.5s, 04.-0.8s, 0.7-1.1 s). The zones most prone to site amplification are those corresponding to localized graben-like depressions at the toe of Mount Epomeo, such as Maio neighborhood of Casamicciola, where thickened epiclastic covers are entrenched into blocks of uplifted bedrock and where a combination of 1D stratigraphic amplification and 2D reflection and diffraction effects is expected.
    Description: Published
    Description: 382-408
    Description: 5T. Sismologia, geofisica e geologia per l'ingegneria sismica
    Description: JCR Journal
    Keywords: Grade 3 seismic microzonation, Ischia, numerical modelling, site amplification. ; Seismic microzonation Ischia Island
    Repository Name: Istituto Nazionale di Geofisica e Vulcanologia (INGV)
    Type: article
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  • 9
    Publication Date: 2022-05-24
    Description: Seismic site classification is a critical issue in order to reliably predict seismic ground motion parameters for the development of microzonation maps and site-specific hazard studies, addressed to territorial planning, real-time generation of shaking maps, and seismic design of engineering structures. The equivalent shear wave velocity through the topmost 30 m (VS30) is commonly assumed as the reference parameter to provide practical site classifications. Different approaches aimed at expressing local site conditions in terms of VS30 exist. Overall geological and morphological characteristics are often suggested in the technical literature as proxy to infer VS30 at a regional scale. In this study, the reliability of two commonly accepted approaches based either on the topographic slope proxy or on a basic geological classification was assessed with reference to a well-documented case study, the Molise Region (Italy). A comprehensive database of Down-Hole tests was collected, validated and processed in order to compare measured VS30 values with those inferred from proxy-based approaches. Furthermore, an up-to-date review of the geology of the area was carried out, and a novel methodology based on a geolithological approach was proposed for site classification at a regional scale. The methodology is based on the definition of a set of homogeneous geolithological complexes, and on their classification according to a statistical analysis of the measured VS30 and of the bedrock depth. Original maps of the seismic ground types were developed following classification criteria based upon the European building code for seismic design (EC8) and relevant modifications proposed in the literature. The comparison of the results obtained by the geolithological approach versus those deriving from the application of the above mentioned proxies pointed out an enhanced capability of the proposed method to fit the distribution of ground types, as assessed on the basis of the VS30 values measured in the reference area.
    Description: Published
    Description: 175–198
    Description: 4T. Sismologia, geofisica e geologia per l'ingegneria sismica
    Description: JCR Journal
    Keywords: VS30 ; Regional seismic zonation methods ; Seismic amplification ; Site classification ; Molise Region
    Repository Name: Istituto Nazionale di Geofisica e Vulcanologia (INGV)
    Type: article
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  • 10
    Publication Date: 2023-10-20
    Description: The Central Italy earthquake sequence nominally began on 24 August 2016 with a M6.1 event on a normal fault that produced devastating effects in the town of Amatrice and several nearby villages and hamlets. A major international response was undertaken to record the effects of this disaster, including surface faulting, ground motions, landslides, and damage patterns to structures. This work targeted the development of high-value case histories useful to future research. Subsequent events in October 2016 exacerbated the damage in previously affected areas and caused damage to new areas in the north, particularly the relatively large town of Norcia. Additional reconnaissance after a M6.5 event on 30 October 2016 documented and mapped several large landslide features and increased damage states for structures in villages and hamlets throughout the region. This paper provides an overview of the reconnaissance activities undertaken to document and map these and other effects, and highlights valuable lessons learned regarding faulting and ground motions, engineering effects, and emergency response to this disaster.
    Description: Published
    Description: 1547–1555
    Description: 4T. Sismicità dell'Italia
    Description: JCR Journal
    Repository Name: Istituto Nazionale di Geofisica e Vulcanologia (INGV)
    Type: article
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