Search results for " ICA"

showing 10 items of 10405 documents

River processes and Links between fluvial and coastal systems in a changing climate

2018

It is well known that a changing climate leads to changes in the frequency, intensity, spatial extent, duration, and timing of extreme weather and climate events. Models indicate substantial warming in temperature extremes by the end of the 21st century (IPCC, 2012). The global warming determines several environmental problems altering the hydrologic cycle, with changes to the amount, timing, and intensity of precipitation (see as an example Rahimpour Golroudbary et al., 2016), and impacting on the soil erosion rate and on the quality of aquatic and marine environments (see as an example Robins et al., 2016). The present Special Issue collects main contributions arising from the aforementio…

021110 strategic defence & security studiesEarth science0211 other engineering and technologiesFluvialRiver Climate changes risks02 engineering and technologyGeologySettore ICAR/01 - IdraulicaWater Science and TechnologyAdvances in Water Resources
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Modelling load-transmission mechanisms in axially loaded RC columns retrofitted with steel jackets

2018

The use of steel jacketing technique is a common practice for retrofitting existing reinforced concrete (RC) columns, as it allows increasing load-carrying capacity and ductility of the member. When the external jacket has no-end connections – i.e. the jacket is indirectly loaded- the load sustained by the column is transferred from the inner RC core to the external jacket through shear stresses along the contact surface. The assessment of this mechanism is quite complex, due to the marked non-linear behaviour of constituent materials and to the calibration of a proper shear stress-relative slip constitutive law of the concrete-to-steel interface. In this paper, a step-by-step analytical ap…

021110 strategic defence & security studiesMaterials sciencebusiness.industryConstitutive equation0211 other engineering and technologiesCompressionSteel jacketing020101 civil engineering02 engineering and technologyStructural engineeringSlip (materials science)Indirectly loadedInterfaceCompression (physics)0201 civil engineeringCore (optical fiber)Shear (sheet metal)Settore ICAR/09 - Tecnica Delle CostruzioniRetrofittingbusinessDuctilityAxial symmetryCivil 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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On the reactivation of a large landslide induced by rainfall in highly fissured clays

2018

Abstract The paper discusses the field investigations, geotechnical characterization and time evolution of horizontal displacements in a wide landslide. The latter, triggered by an earthquake occurring in September 2002, is located in Sicily and involves a thick body of stiff and highly fissured clays belonging to a Varicoloured Clay formation. In order to characterise the reactivation of landslide mechanisms induced by rainfall, a three-year monitoring programme (2008–2011) was implemented to measure rain, pore water pressures, and deep and superficial displacements. The monitoring data made it possible to recognize three distinct landslides, which evolve at variable rates in different dir…

021110 strategic defence & security studiesSettore ICAR/07 - Geotecnica0211 other engineering and technologiesGeologyLandslide02 engineering and technologyGeotechnical Engineering and Engineering GeologyHighly fissured clay Reactivated landslide Monitoring Displacement rate ModellingPore water pressureMonitoring dataResidual shear strengthGeotechnical engineeringDisplacement (fluid)Geology021101 geological & geomatics engineeringEngineering Geology
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The role of extracellular polymeric substances (EPS) on aerobic granules formation: comparison between a case of synthetic wastewater supply and anot…

2017

The paper focused on the evolution and the comparison of the extracellular polymeric substances (EPSs) content during the granulation process in two Granular Sequencing Batch Airlift Reactors (GSBAR) (3,5 L) fed with synthetic (R1) and industrial wastewater (R2). The results showed that in both the reactors the EPSs, in particular proteins (PN), were mainly produced during the feast phase because of the high substrate availability, especially under conditions of metabolic stress. Then, the EPSs content reduced during the famine period, because of biodegradation by bacteria. More in detail, during the granulation process, a greater polysaccharides (PS) consumption occurred in both reactors, …

021110 strategic defence & security studiesWaste managementSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleChemistryGranulation0211 other engineering and technologiesFeast/famine phase02 engineering and technology010501 environmental sciences01 natural sciencesIndustrial wastewater treatmentIndustrial wastewaterExtracellular polymeric substanceWastewaterAerobic granular sludgeExtracellular polymeric substances (EPSs)0105 earth and related environmental sciencesDESALINATION AND WATER TREATMENT
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Role of particle characteristics in the compression behaviour of gap-graded sands

2019

Abstract The compression in gap-graded mixtures of sands with combined mineralogy has been investigated in recent research, focusing on the key factors that might imply the occurrence of convergent or non-convergent paths in compression (i.e., transitional or non-transitional behaviour). From previous work, the mineralogy of a matrix composed of larger grains seems to determine the possibility of the occurrence of transitional behaviour. Hence, if there is a strong and stiff matrix made of quartz sand particles, which are either larger than or at least of similar size to the other component, then non-convergent compression paths (i.e., transitional behaviour) are likely to occur. As a furth…

021110 strategic defence & security studiesWork (thermodynamics)Settore ICAR/07 - GeotecnicaCompressibilityLaboratory tests0211 other engineering and technologiesMineralogyTechnical note02 engineering and technologySandsGeotechnical Engineering and Engineering GeologyCompression (physics)Oedometer testMatrix (geology)chemistry.chemical_compoundchemistryCompressibility; Laboratory tests; SandsParticleCarbonateQuartzGeology021101 geological & geomatics engineeringCivil and Structural EngineeringSoils and Foundations
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Seismic behavior of structures equipped with variable friction dissipative (VFD) systems

2021

Usually, to mitigate the stresses in framed structures, different strategies are used. Among them, base isolation, viscous/friction/metallic yielding dampers and tuned mass dumpers have been widely investigated. Fluid Viscous Dampers (FVD) probably result the most diffused for the simplicity in the applications. However, these type of dampers request limited interstorey drifts to avoid dangerous effects. Further, they have an elevate cost. On the contrary, friction dampers are not so expensive but request high interstorey drifts to give a significant contribute in the dissipation of energy during an earthquake. In this paper an approach for the energy dissipation by friction, modified with …

021110 strategic defence & security studiesbusiness.industryComputer science0211 other engineering and technologies02 engineering and technologyBuilding and ConstructionStructural engineeringDissipationGeotechnical Engineering and Engineering GeologyDamperVariable (computer science)Settore ICAR/09 - Tecnica Delle CostruzioniGeophysicsDissipative systemBase isolationbusinessConstant (mathematics)Displacement (fluid)Energy (signal processing)Civil and Structural EngineeringDissipative systems Seismic energy dissipation Structural dynamics Variable friction dissipative device
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Identification of circumferential regional heterogeneity of ascending thoracic aneurysmal aorta by biaxial mechanical testing

2019

Abstract Ascending thoracic aortic aneurysm (ATAA) in patients with bicuspid aortic valve (BAV) can present an asymmetrical aortic dilatation compared with patients with tricuspid aortic valve (TAV). This pattern of aneurysm dilatation led us to hypothesize that biomechanical differences likely induced by regional heterogeneity of material properties can underlie the observed asymmetric enlargement discrepancies between BAV ATAA and TAV ATAA. This study aimed to characterize the mechanical properties and associated aortic tissue stiffness changes along the circumferential direction of aortic rings collected from surgically-repaired patients with ATAA. Biaxial material testing was performed …

0301 basic medicineAortic valveMaleMaterial parameterBicuspid aortic valveHeart Valve DiseasesAorta Thoracic030204 cardiovascular system & hematologyThoracic aortic aneurysm03 medical and health sciences0302 clinical medicineBicuspid aortic valveAneurysmVascular StiffnessBicuspid Aortic Valve Diseasemedicine.arteryMedicineHumansIn patientMolecular BiologyAgedAged 80 and overAortaAortic Aneurysm Thoracicbusiness.industryAscending aortic aneurysmSettore ING-IND/34 - Bioingegneria IndustrialeAnatomyMiddle Agedmedicine.diseaseSettore FIS/07 - Fisica Applicata(Beni Culturali Ambientali Biol.e Medicin)Tissue stiffness030104 developmental biologymedicine.anatomical_structureAortic Valvecardiovascular systemFemaleTissue stiffnessCardiology and Cardiovascular MedicinebusinessBiaxial testingSettore ICAR/08 - Scienza Delle CostruzioniElastic fiberDilatation Pathologic
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Bacterial community structure and removal performances in IFAS-MBRs: A pilot plant case study

2017

Abstract The paper reports the results of an experimental campaign carried out on a University of Cape Town (UCT) integrated fixed-film activated sludge (IFAS) membrane bioreactor (MBR) pilot plant. The pilot plant was analysed in terms of chemical oxygen demand (COD) and nutrients removal, kinetic/stoichiometric parameters, membrane fouling and sludge dewaterability. Moreover, the cultivable bacterial community structure was also analysed. The pilot plant showed excellent COD removal efficiency throughout experiments, with average value higher than 98%, despite the slight variations of the influent wastewater. The achieved nitrification efficiency was close to 98% for most of the experimen…

0301 basic medicineEnvironmental EngineeringNitrogenIFAS-MBR010501 environmental sciencesManagement Monitoring Policy and LawBiologyWastewaterMembrane bioreactor01 natural sciencesWaste Disposal Fluid03 medical and health sciencesBioreactorsMBBRWaste Management and Disposal0105 earth and related environmental sciencesWWTPBiological nutrients removal; Enhanced biological phosphorus removal; IFAS-MBR; MBBR; Membrane bioreactors; WWTP; Environmental EngineeringSewageSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleMembrane foulingChemical oxygen demandEnvironmental engineeringGeneral MedicinePulp and paper industryBiological nutrients removalNitrification030104 developmental biologyActivated sludgeEnhanced biological phosphorus removalPilot plantWastewaterDenitrificationEnhanced biological phosphorus removalMembrane bioreactorNitrification
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