Search results for "Technical"

showing 10 items of 955 documents

Measurement of residual stresses by the hole-drilling method: Influence of hole eccentricity

1979

The hole-drilling method is a semidestructive technique which allows the measurement of residual stresses. In this method, a source of error is due to the misalignment between the hole and rosette centres. This paper presents a theoretical analysis of the influence of such misalignment on the strains measured by the rosette. Formulae which give the residual stresses taking account of the hole eccentricity are derived. Finally, the errors, which affect the residual stresses when the eccentricity is neglected, are evaluated for some commercial strain-gauge rosettes especially developed for the hole-drilling method.

Hole drilling methodDeep hole drillingMaterials scienceMechanics of MaterialsResidual stressApplied MathematicsMechanical EngineeringModeling and Simulationmedia_common.quotation_subjectForensic engineeringGeotechnical engineeringEccentricity (behavior)media_commonThe Journal of Strain Analysis for Engineering Design
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Managing in-country transportation risks in humanitarian supply chains by logistics service providers: Insights from the 2015 Nepal earthquake

2017

International audience; Humanitarian supply chains (HSCs) play a central role in effective and efficient disaster relief operations. Transportation has a critical share in HSCs and managing its risks helps to avoid further disruptions in relief operations. However, there is no common approach to or culture of risk management that its applicability has been studied through recent cases. This paper incorporates an empirical research design and makes a threefold contribution: first, it identifies in-country transportation risks during Nepal response. Second, we evaluate afore identified risks through an expert driven risk assessment grid. Third, we use our field data to study how some humanita…

Humanitarian LogisticsSupply chain0211 other engineering and technologies02 engineering and technology[SPI]Engineering Sciences [physics]Empirical research2015 Nepal earthquake0502 economics and businessLogistics service providersOperations managementRisk managementFlexibility (engineering)021103 operations researchEmergency managementbusiness.industry05 social sciencesGeologyService providerGeotechnical Engineering and Engineering GeologyField researchHumanitarian supply chainRisk analysis (engineering)businessRisk assessmentSafety ResearchTransportation risks050203 business & management
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Comments on “Predicting the Effect of Rock Fragments on Saturated Soil Hydraulic Conductivity”

2007

Hydraulic conductivityRock fragmentSoil ScienceGeotechnical engineeringSoil scienceGeologySoil Science Society of America Journal
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Controlling a Negative Loaded Hydraulic Cylinder using Pressure Feedback

2010

Hydraulic cylinderPosition-sensing hydraulic cylinderPressure feedbackGeotechnical engineeringGeologyModelling, Identification, and Control
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Volume change response and fabric evolution of granular MX80 bentonite along different hydro-mechanical stress paths

2022

AbstractDespite the increasing understanding of bentonite behaviour, there is still missing evidence on how different hydro-mechanical loadings, including sequences of hydration and compression, affect the fabric and the volume change behaviour of the material. It is generally assumed that the interplay between the behaviour of clay assemblages and the overall fabric of the material is the reason of having final states that are dependent on the stress path followed. Here the results of an experimental campaign aiming to study these factors are reported and discussed. Free swelling and swelling pressure tests were performed, both followed by compression to a relatively high stress. The exper…

Hydro-mechanical responseSettore ICAR/07 - GeotecnicaBentoniteClay fabric evolutionEarth and Planetary Sciences (miscellaneous)Swelling pressurePore size distributionStress-path dependencyGeotechnical Engineering and Engineering GeologyActa Geotechnica
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The Landslide of Agrigento Hill (Sicily, Italy)

2018

This paper illustrated the geological, morphological and hydrogeological studies performed for the analysis and monitoring of the landslide involving the northern side of the hill of Agrigento (335 m a.s.l.) on which the ancient Cathedral was built during the 11th Century. The hill is made of a typical Plio-Pleistocene transgressive succession made of clays (M. Narbone formation), calcarenites, sands and clayey soils (Agrigento formation). The area has been unstable since 1315, involving both the little-welded, very porous and fractured calcarenitic sections (E-W) from Pleistocene and the clay layers interstratified within these sections. Since 1924, from time to time, various typologies of…

HydrogeologyDiscontinuity (geotechnical engineering)PleistoceneGeochemistryLandslideEcological successionTransgressiveAnomalous behaviorClay soilGeology
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Strategies investigation in using artificial neural network for landslide susceptibility mapping: application to a Sicilian catchment

2013

Susceptibility assessment of areas prone to landsliding remains one of the most useful approaches in landslide hazard analysis. The key point of such analysis is the correlation between the physical phenomenon and its triggering factors based on past observations. Many methods have been developed in the scientific literature to capture and model this correlation, usually within a geographic information system (GIS) framework. Among these, the use of neural networks, in particular the multi-layer perceptron (MLP) networks, has provided successful results. A successful application of the MLP method to a basin area requires the definition of different model strategies, such as the sample selec…

HydrologyArtificial Neural NetworkAtmospheric Sciencegeographygeography.geographical_feature_categoryGeographic information systemArtificial neural networkComputer sciencebusiness.industrySettore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaDrainage basinLandslideScientific literatureHazard analysisStructural basinGeotechnical Engineering and Engineering GeologyPerceptronGISArtificial Neural Network; GIS; Landslide Susceptibility MappingbusinessCartographyCivil and Structural EngineeringWater Science and TechnologyLandslide Susceptibility Mapping
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Methodological approach for evaluating the geo-exchange potential: VIGOR Project

2012

In the framework of VIGOR Project, a national project coordinated by the Institute of Geosciences and Earth Resources (CNR-IGG) and sponsored by the Ministry of Economic Development (MiSE), dedicated to the evaluation of geothermal potential in the regions of the Convergence Objective in Italy (Puglia, Calabria, Campania and Sicily), is expected to evaluate the ability of the territory to heat exchange with the ground for air conditioning of buildings. To identify the conditions for the development of low enthalpy geothermal systems collected and organized on a regional scale geological and stratigraphic data useful for the preparation of a specific thematic mapping, able to represent in a …

HydrologyEnvironmental EngineeringHydrogeologybusiness.industrymedia_common.quotation_subjectlcsh:QE1-996.5Geotechnical Engineering and Engineering GeologyCivil engineeringlcsh:GeologyGeophysicsThematic mapgeo-exchange thermophysical properties conceptual model Southern ItalyAir conditioningGeothermal heat pumpConceptual modelEnvironmental ChemistryScale (map)businessZoningGeothermal gradientGeologyWater Science and Technologymedia_commonAcque Sotterranee
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Reduction of scouring downstream of a rigid bed by means of a vegetated carpet: experimental investigation in a laboratory flume

2016

Vegetation is a critical component of aquatic ecosystems and exerts an important role in river morphodynamics. This paper describes the results of laboratory study carried out to investigate the role of vegetation on flow field and erosion process developing in non-equilibrium situations. Particular attention is paid to scour evolving downstream of a rigid bed and to the effect of a vegetated carpet used as a protective measure against scouring. The reported experimental study shows that the introduction of the vegetated carpet results in a more favourable configuration than in its absence determining reduced values of flow velocity, turbulence intensity and bed shear stress, and modifying …

HydrologyHydrogeologyVegetation010504 meteorology & atmospheric sciencesLaboratory measurement0208 environmental biotechnologyFlow (psychology)02 engineering and technology01 natural sciences020801 environmental engineeringFlumeFlow velocityFlow velocityTurbulence kinetic energyErosionShear stressEnvironmental scienceEnvironmental ChemistryGeotechnical engineeringBed scouringBeach morphodynamics0105 earth and related environmental sciencesWater Science and Technology
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Human-induced changes in the soil cover at the mouth of the Vistula River Cross-Cut (northern Poland)

2015

Celem badań było określenie wpływu działalności człowieka na powstawanie gleb w rejonie ujęcia Przekopu Wisły. Szczegółowe badania przeprowadzono na obszarze testowym (około 500 ha), dla którego została wykonana mapa gleb. Wydzielono trzy główne pasy grupujące gleby wytworzone z osadów morskich, eolicznych i technogenicznych, naturalnie i antropogenicznie zdeponowanych w wyniku regulacji hydrotechnicznych. Do dominujących gleb należą: gleby inicjalne, arenosole, glejowe,marsze i gleby industrialne, które charakteryzują się dużą zmiennością przestrzenną oraz występowaniem profili wieloczłonowych. Ich właściwości odzwierciedlają zróżnicowaną dynamikę środowiska w skali lokalnej po obu stronac…

Hydrologyprzekształcenia antropogeniczneSoil coveranthropogenic transformationSoil ScienceSoil classificationhydrotechnical workssoil classificationEnvironmental Science (miscellaneous)ujęcie rzekiCross cutmapy glebVistula Riverriver mouthsoil mappinglcsh:Biology (General)Earth and Planetary Sciences (miscellaneous)Environmental scienceregulacje hydrotechnicznelcsh:QH301-705.5Geomorphologyklasyfikacja glebWisłaSoil Science Annual
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