Search results for "technical"

showing 10 items of 955 documents

Strategies of Identification of a Base-Isolated Hospital Building by Coupled Quasi-Static and Snap-Back Tests

2020

In this paper, the description of a series of quasi-static pushing tests and dynamic snap-back tests is proposed, involving the base-isolated emergency building of the Palermo university hospital. The base isolation system is characterized by a set of double-curved friction pendulum isolators placed on the top of the columns of the underground level, characteristics that cannot be found in the experimental studies available in the literature. The aim of the work was to investigate the static and dynamic properties of the building in question and comparing the in-situ results with the characteristics assigned during the design process and to assess the level of agreement. Static lateral push…

021110 strategic defence & security studiesComputer sciencebusiness.industry0211 other engineering and technologies020101 civil engineering02 engineering and technologyBuilding and ConstructionStructural engineeringGeotechnical Engineering and Engineering GeologyUniversity hospitalBase (topology)0201 civil engineeringSettore ICAR/09 - Tecnica Delle CostruzioniSettore ING-IND/31 - ElettrotecnicaSnap backIdentification (information)friction friction pendulum bearing full-scale experimental tests in-situ testing seismic isolation snap-back testSeismic isolationbusinessQuasistatic processCivil and Structural EngineeringJournal of Earthquake Engineering
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Connecting theories of cascading disasters and disaster diplomacy

2018

Abstract Disaster diplomacy examines how and why disaster-related activities (disaster risk reduction and post-disaster actions) do and do not influence peace and conflict processes, especially whether or not a causal chain can be established between dealing with disaster risk or a disaster and outcomes in peace or conflict. Cascading disasters might provide a useful theoretical framing for mapping out causal pathways for disaster diplomacy. In conceptually exploring the intersection between disaster diplomacy and cascading disasters, this paper concludes that both disaster diplomacy and cascading disasters have limitations because they try to develop focused causal chains which, when exami…

021110 strategic defence & security studiesDisaster risk reductionmedia_common.quotation_subject05 social sciences0211 other engineering and technologiesGeology02 engineering and technologyGeotechnical Engineering and Engineering Geology0506 political scienceFraming (social sciences)Political economyPolitical science050602 political science & public administrationCausal chainSafety ResearchDiplomacyCausal pathwaysmedia_commonInternational Journal of Disaster Risk Reduction
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Modelling Rainfall-induced Shallow Landslides at Different Scales Using SLIP - Part II

2016

Abstract This paper (Part II) is companion of another one published in this Conference (Part I). Both the papers describe the approach followed in the application of the SLIP model at different scales to foresee the triggering mechanism of rainfall-induced shallow landslides. In particular, this paper (Part II) focuses on the modeling at medium and large scale (regional and national level). The possibility of using the same means to model the phenomenon from the scale of the representative elementary volume (i.e. flume laboratory tests) to the medium and large scale (hundreds or thousands square kilometers wide areas) allowed from the one hand to strengthen the model assumptions and on the …

021110 strategic defence & security studiesEngineeringbusiness.industryrainfallShallow landslides0211 other engineering and technologiesLandslide02 engineering and technologyGeneral MedicineSlip (materials science)010502 geochemistry & geophysics01 natural sciencesphysically-based modelFlumeslope stability analysisRepresentative elementary volumeGeotechnical engineeringNational levelbusinessSlope stability analysisEngineering(all)Seismology0105 earth and related environmental sciencesProcedia Engineering
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The role of social perception in disaster risk reduction: Beliefs, perception, and attitudes regarding flood disasters in communities along the Volta…

2017

Abstract People's perceptions of natural, spiritual, and social phenomena are socially constructed. Social perception is important because it helps people to make sense of the physical and social world and therein interact with it. Earlier research specializing in the study of human behaviour has emphasized a linkage between people's perceptions and their behaviour. In this article, the authors employ a similar theory with the intent of proposing a theoretical framework that examines the factors that influence people's perception and attitude (mitigation and response) towards the hazards they face. This discussion is done on the premise of “culture”, “experiences” and “disaster risk reducti…

021110 strategic defence & security studiesGovernment010504 meteorology & atmospheric sciencesEmergency managementDisaster risk reductionSocial perceptionbusiness.industrymedia_common.quotation_subject0211 other engineering and technologiesGeology02 engineering and technologyPublic relationsGeotechnical Engineering and Engineering GeologySocial constructionism01 natural sciencesAgency (sociology)InstitutionPsychologybusinessSafety ResearchSocial psychology0105 earth and related environmental sciencesmedia_commonQualitative researchInternational Journal of Disaster Risk Reduction
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2018

Abstract Disaster diplomacy investigates how and why disaster-related activities do and do not influence conflict and cooperation. Studies into the topic so far have tended to develop the theory, analyse a specific case study in space and time, or connect both. Explorations of disaster diplomacy case studies over the long-term are so far absent from the literature. This paper explores Jammu and Kashmir in the Himalaya as a long-term case study for disaster diplomacy. Jammu and Kashmir has a long history of conflicts, multiple environmental hazards, and significant vulnerabilities yielding major disasters, with each topic generally addressed separately in the literature. This paper explores …

021110 strategic defence & security studiesHistory010504 meteorology & atmospheric sciencesmedia_common.quotation_subject0211 other engineering and technologiesGeology02 engineering and technologyBuilding and ConstructionGeotechnical Engineering and Engineering Geology01 natural sciencesEnvironmental hazardEconomyIntersectionSafety ResearchDiplomacy0105 earth and related environmental sciencesmedia_commonInternational Journal of Disaster Risk Reduction
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Helices of disaster memory: How forgetting and remembering influence tropical cyclone response in Mauritius

2020

Abstract Tropical cyclones have had a considerable impact on Mauritius. Large cyclones are relatively rare, and in popular imagination are thought to hit Mauritius every 15 years. Yet it has been over 25 years since the last cyclone widely considered as ‘significant’. Critically, there is little known about the role of memory in responses to cyclones and details regarding responses to past cyclones in Mauritian history are scant. This article examines past experiences and impacts of cyclones in Mauritius, as well as contemporary perceptions of cyclone vulnerability and memories of historical cyclones. The analysis draws on both community interviews and archival research conducted in Mauriti…

021110 strategic defence & security studiesHistoryForgetting010504 meteorology & atmospheric sciencesDisaster risk reductionmedia_common.quotation_subject0211 other engineering and technologiesVulnerabilityGeology02 engineering and technologyBuilding and ConstructionGeotechnical Engineering and Engineering Geology01 natural sciencesArchival researchPerceptionCycloneEconomic geographyClimate change adaptationTropical cycloneSafety Research0105 earth and related environmental sciencesmedia_commonInternational Journal of Disaster Risk Reduction
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Water retention and swelling behaviour of granular bentonites for application in Geosynthetic Clay Liner (GCL) systems

2016

Geosynthetic Clay Liner (GCL) systems are used as efficient hydraulic barriers in landfills for the disposal of hazardous municipal wastes. Along with geotextiles, bentonite materials are chosen as one of the primary components of GCLs due to their high retention, adsorption, and swelling capacities. GCLs are manufactured using bentonites at a high total suction and hydrated through the uptake of liquid from the subsoil and the confined material as soon as they are installed. Bentonites may exhibit considerable volume change upon wetting. Depending on the confinement stress, the void ratio may significantly increase with a decrease in suction, particularly at higher degrees of saturation. T…

021110 strategic defence & security studiesMaterials science0211 other engineering and technologies02 engineering and technologyGeotechnical Engineering and Engineering GeologyGeosynthetic Clay LinersGeosynthetic Clay LinerWater retentionGranular bentoniteVoid ratioHydraulic conductivityGeosynthetic clay linerBentoniteParticle-size distributionmedicineGeotechnical engineeringWater retention behaviourSwellingmedicine.symptomHydrated void ratioSaturation (chemistry)Swelling potential021101 geological & geomatics engineeringCivil and Structural Engineering
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Experimental study of a naturally weathered stiff clay

2016

Studying the shear strength of a naturally weathered clay is important to understand rain-induced slope failures in weathered soils. However, experimental studies on naturally weathered soils are limited. The paper focuses on the laboratory experimental investigation carried out to analyse the shear strength of a naturally weathered stiff clay that can be found in unsaturated conditions in situ. This has an important practical relevance in the evaluation of the stability conditions of natural slopes at clay outcrops. Different experimental techniques of suction measurement were used to obtain the soil-water retention curve of the clay over a wide range of suctions. Scanning electronic micr…

021110 strategic defence & security studiesNaturally weathered clayUnsaturated undisturbed clayExpansive clayIsotropy0211 other engineering and technologiesMineralogy02 engineering and technologyGeotechnical Engineering and Engineering Geologycomplex mixturesnaturally weathered clay unsaturated undisturbed clay water retention behaviour shear strengthShear (geology)Shear strengthSoil waterGeotechnical engineeringWater retention behaviourMercury intrusion porosimetryTriaxial compressionGeology021101 geological & geomatics engineeringCivil and Structural Engineering
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The bearing capacity of footings on sand with a weak layer

2017

Minor details of the ground, such as thin weak layers, shear bands and slickensided surfaces, can substantially affect the behaviour of soil–footing and other geotechnical systems, despite their seeming insignificance. In this paper, the influence of the presence of a thin horizontal weak layer on the ultimate bearing capacity of a strip footing on dense sand is investigated by single-gravity tests on small-scale physical models of the soil–footing system. The test results show that the weak layer strongly influences both the failure mechanism and the ultimate bearing capacity if its depth is lower than about four times the footing width. It is found that the presence of a thin weak layer …

021110 strategic defence & security studiesPhysical modelSettore ICAR/07 - Geotecnica0211 other engineering and technologiesFailure mechanism02 engineering and technologyGeotechnical Engineering and Engineering Geologymodels (physical) shallow foundationsShallow foundationShear (geology)Geotechnical engineeringBearing capacityGeology021101 geological & geomatics engineeringGeotechnical Research
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A risk assessment proposal for underground cavities in Hard Soils-Soft Rocks

2018

Abstract Underground calcarenite quarries in Marsala (Sicily) have been involved in a number of collapses that have, seriously damaged numerous buildings. The stability conditions were therefore examined in order to assess risk conditions within the historical centre of the town and the surrounding areas, which are subject to urban expansion. Starting with an extensive collection of historical information, the research was carried out through surveys of the cavities, systematic sampling of material, petrographic analysis and geotechnical testing. The results of laboratory tests and in situ investigations provided a geotechnical characterization of both the intact material and the rock mass.…

021110 strategic defence & security studiesRisk chartSafety factorSettore ICAR/07 - Geotecnica0211 other engineering and technologiesUnderground quarries Hard-soil/soft rocks Stability factor Risk charts02 engineering and technologyHard-soil/soft rockGeotechnical EngineeringGeotechnical Engineering and Engineering GeologyStability factorUnderground quarrieFinite element methodCalcarenitePetrographyAbacus (architecture)Geotechnical engineeringRock mass classificationShear strength (discontinuity)SubsoilGeology021101 geological & geomatics engineeringInternational Journal of Rock Mechanics and Mining Sciences
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