Search results for "Shear Strength"

showing 10 items of 75 documents

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
researchProduct

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
researchProduct

Influence of Welding Time on Tensile-Shear Strength of Linear Friction Welded Birch (Betula pendula L.) Wood

2015

Linear friction welding of wood is a bonding process applied to wood and during which a stiff bond line is formed by the softening and rehardening of wood components to form a composite material composed mainly of wood fibres embedded in a modified lignin matrix. Unfortunately, the bonds tend to spontaneously delaminate or lose their strength when exposed to moist conditions. Some approaches were previously applied to overcome this problem, but so far a suitable solution has not been found. This paper presents results of applying post-welding thermal modification to reduce the moisture sensitivity of welded wood. The experiments included welding of birch wood, thermal modification under sup…

Environmental EngineeringMaterials sciencelcsh:BiotechnologyNon-destructive testingExtrapolationBioengineeringWeldingStandard deviationlaw.inventionWelding timelawlcsh:TP248.13-248.65Nondestructive testingFriction weldingComposite materialWFPWaste Management and DisposalWelding of woodbusiness.industryMetallurgyBirchtechnology industry and agricultureWeld lineTensile-shear strengthBond linerespiratory systemParameter optimizationBetula pendulaX-ray microtomographyrikkomaton aineenkoetusAdhesivebusiness
researchProduct

Bond characterization of monolithic and layered glass panels and ultrasonic tests to control glued surfaces

2019

Abstract An experimental investigation is presented regarding the compressive and shear strength of monolithic and PVB laminated glass elements connected by acrylic glue. Ultrasonic tests were also used to control the efficiency of glued surfaces of glass panels. Twenty-four triplets composed of three float glass elements glued with acrylic adhesive were prepared to perform bond tests. Of these twelve triplets were made with monolithic glass elements with a nominal thickness of 20 mm, while twelve were made with layered glass elements 20 mm thick. Three single elements of monolithic glass and three of layered glass were tested for compressive strength. Ultrasonic tests were performed on a s…

Glued jointMaterials scienceFloat glassMechanical testingCompression (physics)Glued jointsCharacterization (materials science)law.inventionShear (sheet metal)Settore ICAR/09 - Tecnica Delle CostruzioniCompressive strengthlawShear strengthGlaAdhesionUltrasonic sensorAdhesion; Glass; Glued joints; Mechanical testing; Ultrasonic testingGlassComposite materialLaminated glassSettore ICAR/08 - Scienza Delle CostruzioniCivil and Structural EngineeringUltrasonic testing
researchProduct

Effect of self-etching primer/adhesive and conventional bonding on the shear bond strength in metallic and ceramic brackets

2011

Introduction: Bracket debonding from the tooth surface is a common problem in fixed orthodontics. The aims of the present study were to assess the bond strength and failure sites in two ways of bonding technique, with metallic and ceramic brackets. Material and Methods: One hundred premolars were assigned to 4 groups of 25 each: Group A, metallic brackets/ conventional procedure; Group B, metallic brackets/Transbond XT; Group C, ceramic brackets/conventional procedure; and Group D, ceramic brackets/Transbond XT. Transbond XT composite paste was used for bracket bonding and cured by conventional light-cure device. Specimens were subjected to thermocycling. One week after bonding shearing for…

AdultMaterials scienceAdolescentOrthodontic BracketsDentistryDental bondingIn Vitro TechniquesYoung AdultClinical and Experimental DentistryAdhesivesMaterials TestingShear strengthHumansCeramicComposite materialGeneral DentistryShearing (physics)business.industryBond strengthBracketDental BondingTooth surfaceStainless Steel:CIENCIAS MÉDICAS [UNESCO]Resin CementsOtorhinolaryngologyvisual_artUNESCO::CIENCIAS MÉDICASDental Etchingvisual_art.visual_art_mediumSurgeryResearch-ArticleAdhesivebusinessShear Strength
researchProduct

Effect of active application of self-etching ceramic primer on the long-term bond strength of different dental CAD/CAM materials

2021

Made available in DSpace on 2022-04-29T08:36:43Z (GMT). No. of bitstreams: 0 Previous issue date: 2021-01-01 Background: The objective of this in vitro study was to evaluate the effect of the active application of self-etching ceramic primer (ME&P) on the bond strength of different dental CAD/CAM materials (Lithium Disilicate ceramic (LD), Leucite ceramic (LE), Zirconia reinforced lithium silicate ceramic (ZLS), and Hybrid ceramic (HC)) with thermocycling aging. Material and Methods: The samples were randomly divided into 16 groups (n = 20). Dual resin cement cylinders were made and light cured for 10 s (1.200 mW/cm2) for the shear bond strength test. 3-way ANOVA revealed that the factors w…

Primer (paint)Prosthetic DentistryMaterials scienceBond strengthResearchsilaneengineering.materialSilaneSitting timecomputer-aided designchemistry.chemical_compoundSelf etchchemistryvisual_artDentistryvisual_art.visual_art_mediumengineeringShear strengthIn vitro studydental materialsCeramicshear strengthComposite materialGeneral DentistryUNESCO:CIENCIAS MÉDICAS
researchProduct

Comparative analysis of shear resisting models for hybrid steel trussed concrete beams

2018

The hybrid steel trussed concrete beams represent a structural solution widely adopted in the industrial constructions thanks to the numerous advantages due to their use, such as economic convenience, high performances and constructional speed de-riving from the partial prefabrication process and from the self load-carrying capacity of the beam in the first operative phase, prior to the in-site casting of concrete. The hybrid steel trussed concrete beams examined in the present study are constituted by two prin-cipal components, i.e. a steel joist with inclined rebars, realized in industry, which is welded to a smooth steel plate and then embed-ded within the concrete material cast in situ.…

Settore ICAR/09 - Tecnica Delle Costruzionihybrid steel trussed concrete beamsshear strength; inclined stirrups; hybrid steel trussed concrete beams; analytical models; FEM modelsinclined stirrupsanalytical modelsanalytical modelshear strengthFEM modelsinclined stirruphybrid steel trussed concrete beam
researchProduct

Disinclusion of unerupted teeth by mean of self-ligating brackets: Effect of blood contamination on shear bond strength

2012

Objectives: The aim of this study was to assess the effect of blood contamination on the shear bond strength and failure site of three different orthodontic self-ligating brackets. Study Design: 240 bovine permanent mandibular incisors were randomly divided into 12 groups of 20 specimens each. Orthodontic self-ligating brackets were tested under four different enamel surface conditions: a) dry, b) blood contamination before priming, c) blood contamination after priming, d) blood contamination before and after priming. Brackets were bonded to the teeth and subsequently tested using a Instron universal testing machine. Shear bond strength values and adhesive failure rate were recorded. Statis…

Dental Stress AnalysisMaterials scienceOrthodontic BracketsBlood contaminationDentistryOdontologíaOrthodonticsDental bondingstomatognathic systemShear strengthAnimalsTooth UneruptedGeneral DentistryOrthodonticsUniversal testing machineEnamel paintBond strengthbusiness.industryDental Bonding:CIENCIAS MÉDICAS [UNESCO]Ciencias de la saludShear bondstomatognathic diseasesBloodOtorhinolaryngologyvisual_artUNESCO::CIENCIAS MÉDICASvisual_art.visual_art_mediumCattleResearch-ArticleSurgeryAdhesiveShear StrengthbusinessMedicina Oral Patología Oral y Cirugia Bucal
researchProduct

Stability of Embankments Resting on Foundation Soils with A Weak Layer

2021

The presence of weak layers in geotechnical systems, including soil or rock masses, both natural and man-made, is more frequent than is normally believed. Weak layers can affect both failure mechanisms, in drained and in undrained conditions, as well as in static and seismic conditions, and the safety factor. In the present study, conducted numerically using the finite-element method (FEM) Plaxis 2D code, the influence of a horizontal thin weak layer on stress and strain distribution, on failure mechanisms and on the overall stability of an embankment was evaluated. The results obtained prove that when the weak layer is located at a significant depth from the foundation plane, the failure m…

failure mechanism0211 other engineering and technologies02 engineering and technology010502 geochemistry & geophysics01 natural sciencesweak layerGeotechnical engineeringshear strength021101 geological & geomatics engineering0105 earth and related environmental sciencesgeographyFEMSafety factorgeography.geographical_feature_categorySettore ICAR/07 - GeotecnicaPlane (geometry)Stress–strain curvelcsh:QE1-996.5Foundation (engineering)stabilityFinite element methodShear (sheet metal)lcsh:GeologyGeneral Earth and Planetary SciencesLeveeShear strength (discontinuity)GeologyGeosciences
researchProduct

Shear strength of a compacted scaly clay in variable saturation conditions

2015

Scaly clays are stiff and highly fissured clays often used as construction materials. This paper presents the results of triaxial compression tests carried out on saturated and unsaturated samples of a compacted scaly clay. Complementary investigation on the microstructural features and their evolution with the amount of water stored into the material are also presented in order to shed light on the evolution of the micro- and macroporosity with suction. The water retention behaviour of the compacted scaly clay is also addressed. The results from the controlled suction triaxial tests are used to discuss the applicability of a single-shear strength criterion to compacted double-structured cl…

Stress pathEffective stressmicrostructureeffective stress0211 other engineering and technologies02 engineering and technology010502 geochemistry & geophysics01 natural sciencesEffective streEarth and Planetary Sciences (miscellaneous)medicineGeotechnical engineeringshear strengthcompacted clay021101 geological & geomatics engineering0105 earth and related environmental sciencesSettore ICAR/07 - GeotecnicasuctionMacroporeDegree of saturationGeotechnical Engineering and Engineering GeologyScaly clayWater retentionSolid mechanicsSoil watermedicine.symptomSaturation (chemistry)unsaturated soilGeologyActa Geotechnica
researchProduct