Search results for " Stabilisation"

showing 8 items of 8 documents

Finite-time stability and stabilisation for a class of nonlinear systems with time-varying delay

2014

This paper is concerned with the problems of finite-time stability FTS and finite-time stabilisation for a class of nonlinear systems with time-varying delay, which can be represented by Takagi–Sugeno fuzzy system. Some new delay-dependent FTS conditions are provided and applied to the design problem of finite-time fuzzy controllers. First, based on an integral inequality and a fuzzy Lyapunov–Krasovskii functional, a delay-dependent FTS criterion is proposed for open-loop fuzzy system by introducing some free fuzzy weighting matrices, which are less conservative than other existing ones. Then, the parallel distributed compensation controller is designed to ensure FTS of the time-delay fuzzy…

0209 industrial biotechnologyEngineeringfinite-time stabilisation; finite-time stability; fuzzy control; nonlinear system; time-delay system; Control and Systems Engineering; Theoretical Computer Science; Computer Science Applications1707 Computer Vision and Pattern RecognitionStability (learning theory)fuzzy controltime-delay system02 engineering and technologynonlinear systemFuzzy logicCompensation (engineering)Theoretical Computer Science020901 industrial engineering & automationControl theory0202 electrical engineering electronic engineering information engineeringfinite-time stabilisationfinite-time stabilityAdaptive neuro fuzzy inference systembusiness.industryComputer Science Applications1707 Computer Vision and Pattern RecognitionFuzzy control systemComputer Science ApplicationsWeightingNonlinear systemControl and Systems Engineering020201 artificial intelligence & image processingbusiness
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Microstructure and shear strength evolution of a lime-treated clay for use in road construction

2020

The results of a comprehensive experimental programme are presented for assessing the long-term microstructural modifications and evaluating the effects of microstructural rearrangement on the stress–strain behaviour of a lime-treated high-plasticity clay for road embankments. The stress–strain behaviour at different lime content and curing time was investigated by means of direct shear tests; microstructural analyses were carried out combining Scanning Electron Microscope observations and Mercury Intrusion Porosimetry tests. The results show that the stress–strain behaviour of treated clay is strongly dilatant with a high peak of strength, which increases with time and lime content. Furthe…

050210 logistics & transportationMaterials scienceRoad constructionSettore ICAR/07 - Geotecnica05 social sciences0211 other engineering and technologies02 engineering and technologyLime-treated soilengineering.materialMicrostructuremicrostructural characterisationMechanics of Materialslaboratory test021105 building & construction0502 economics and businessShear strengthengineeringClaySettore ICAR/04 - Strade Ferrovie Ed AeroportiGeotechnical engineeringshear strengthLimesoil stabilisationCivil and Structural Engineering
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Novel performance-based technique for predicting maintenance strategy of bitumen stabilised ballast

2018

Abstract Despite being the most used worldwide, railway ballasted tracks presents high maintenance cost related to ballast settlement and particle degradation. With the aim of reducing life cycle costs, bitumen stabilised ballast (BSB) has been recently proposed as a relatively cheap alternative maintenance solution to be applied to existing tracks. This study aims at assessing the potential advantages of this technology, defining a novel maintenance strategy of traditional ballasted track-beds. A protocol for the application of the BSB technology and its associated maintenance strategy is defined. To estimate minor and major maintenance operations of BSB scenario in comparison to tradition…

BallastEngineeringMaintenance0211 other engineering and technologiesRailway ballastDegradation model020101 civil engineering02 engineering and technologyBitumen stabilisationTrack (rail transport)0201 civil engineeringTamping021105 building & constructionLife cycle costsSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceSensitivity (control systems)Civil and Structural EngineeringSettlementbusiness.industrySettlement (structural)Maintenance strategyBuilding and ConstructionReliability engineeringBitumen stabilisation; Degradation model; Life cycle approach; Maintenance; Railway ballast; Settlement; Tamping; Civil and Structural Engineering; Building and Construction; Materials Science (all)AsphaltMaterials Science (all)businessLife cycle approachMarine engineeringConstruction and Building Materials
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Use of bitumen-stabilised ballast for improving railway trackbed conventional maintenance

2018

Despite its many advantages, ballasted track needs frequent maintenance to ensure an adequate quality of service. However, tamping, traditionally used to correct geometry, causes ballast degradation and loosening of the already compacted ballast layer, which quickly returns the track to its pre-maintenance position. Then, other maintenance techniques such as stoneblowing, as well as diverse solutions that reinforce trackbed, have been developed to reduce ballast settlement and particles degradation. Given the need to further advance research in this field, bitumen-stabilised ballast (BSB) has started to be investigated by the authors as a feasible solution thanks to its easy and quick appl…

BallastSettlementEngineeringbusiness.industryLaboratory tests0211 other engineering and technologies02 engineering and technologyGeotechnical Engineering and Engineering GeologyTrack (rail transport)StiffnessFull-scale testsAsphalt021105 building & constructionEarth and Planetary Sciences (miscellaneous)Forensic engineeringFull scale testSoil stabilisationbusiness021101 geological & geomatics engineeringGéotechnique
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An experimental investigation into the permeability and filter properties of pervious concrete for deep draining trenches

2018

The reduction of pore water pressures is one of the most effective measures that can be taken to stabilise landslides or to improve the stability conditions of marginally stable water-bearing slopes. To this end, draining trenches have been used long since. When deep trenches are needed, the usual conventional construction techniques fail and recourse must be made to secant piles or to adjacent vertical panels built by means of the methods well established for diaphragm walls. However, unbonded materials cannot be used, since the excavation of a panel adjacent to previously built ones will instabilise these latter. The problem can be solved using pervious concrete rather unbonded material. …

Draining trenchePervious concreteSettore ICAR/07 - GeotecnicaHydraulic conductivityDurability.Slope stabilisation
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Collapsible intact soil stabilisation using non-aqueous polymeric vehicle

2020

Abstract This paper presents the results of an experimental study that had the goal of understanding the effects of treatment with polyethylene glycol (PEG)/nanolime mixtures on collapsible soil behaviour. In a previous study, the use of pure PEG offered a good improvement in the stability of collapsible soil, but the stabilisation effect only lasted for a limited time. To investigate the stabilisation potential of PEG/nanolime systems for collapsible sand, different mixtures were prepared at increasing nanolime weight ratios. The suitability of the stabilised soil was examined on the basis of collapsibility, oedometer, shear, and water vapour permeability tests, and through optical microsc…

Materials scienceCollapsible Sands Stabilisation Compressibility Shear strength PEG NanolimeScanning electron microscope0211 other engineering and technologies02 engineering and technologyPolyethylene glycol010502 geochemistry & geophysics01 natural scienceslaw.inventionchemistry.chemical_compoundOptical microscopelawPEG ratioComposite material021101 geological & geomatics engineering0105 earth and related environmental sciencesCollapsible SandAqueous solutionSettore ICAR/07 - GeotecnicaCompressibilityGeologyGeotechnical Engineering and Engineering GeologyOedometer testPEGSettore ING-IND/22 - Scienza E Tecnologia Dei MaterialichemistryShear strengthSoil waterCompressibilityStabilisationSettore GEO/05 - Geologia ApplicataNanolime
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Numerical 2D And 3D Simulations of a Spherical Fabry–Pérot Resonator for Application as a Reference Cavity for Laser Frequency Stabilisation

2015

Abstract We report on the results of a numerical study of deformations of a spherical Fabry-Pérot cavity that can be used for laser frequency stabilisation. It is demonstrated that for a precise simulation of the cavity deformations a 3D model has to be used instead of a simpler 2D model, which employs simulation on the symmetry plane of the cavity. To lower the sensitivity to environmental perturbations, it is suggested to use a material with a low density and a high Young’s modulus. We also show that the mechanical resonance frequencies of the cavity are mainly determined by the size of the cavity.

Materials sciencebusiness.industryPhysicsQC1-999General Engineeringlaser frequency stabilisationPhysics::OpticsGeneral Physics and AstronomyReference cavityfabry-pérot cavityResonatorOpticsnumerical simulations.Physics::Accelerator PhysicsLaser frequencybusinessFabry–Pérot interferometerLatvian Journal of Physics and Technical Sciences
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Sectoral Business Cycle Synchronization in the European Union

2009

This paper analyses sectoral business cycle synchronization in an enlarged European Union using annual data for the period 1980-2005. In particular, we try to identify which sector for each country is driving the aggregate output business cycle synchronization. Overall, the sectors that provide the most relevant contribution are Industry, Building and Construction, and Agriculture, Fishery and Forestry. In contrast, the Services sector, the largest one in terms of valued added share, shows a relative low business cycle synchronization and volatility, implying that it contributes only marginally to the aggregate output business cycle synchronization.

jel:F15Sectoral Business Cycle Synchronizationjel:E32jel:F42jel:E3jel:F4EMU Enlargement; Stabilisation; Synchronization; Sectoral Business Cycle.jel:F41Economics Bulletin
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