Search results for "Compaction"

showing 10 items of 105 documents

Experimental Investigation on Water Loss and Stiffness of CBTM Using Different RA Sources

2021

Cold recycling of reclaimed asphalt (RA) is a promising technique to build or to maintain roads, combining performance and environmental advantages. Although this technique has been extensively used worldwide, there is no unique and internationally-shared method to characterize cold recycled mixtures. The previous work of the RILEM TC 237-SIB TG6 successfully attempted to characterize different RA sources with both traditional parameters (gradation, bitumen content and geometrical properties) and non-conventional properties (fragmentation and strength testing). The current RILEM TC 264-RAP TG1 mainly focuses on the influence of different RA sources on physical and mechanical characteristics…

CementCold recyclingCuring (food preservation)Materials scienceCompactionStiffnessWater lossFoamed bitumenAsphaltUltimate tensile strengthmedicineStrength testingGradationStrengthmedicine.symptomComposite materialEngineering sciences. TechnologyReclaimed asphalt
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Compaction of Open-Graded HMAs Evaluated by a Fuzzy Clustering Technique

2015

The aim of this paper is the proposal of an expeditious procedure to be used during the execution of an asphalt layer for improving the compaction task. This procedure, based on a fuzzy clustering technique, starts from the knowledge of some information recorded by ordinary measuring instruments and provides an aid to the decision-maker on the number of roller passes needed to achieve a specific density at a certain temperature. This result can be deduced with great rapidity during the paving operations on site without waiting for the time spent in the core extraction and in the subsequent laboratory analysis. In this way it is possible to identify more precisely which aspects of the execut…

Compaction Density Fuzzy C-means Hot mix asphaltFuzzy clusteringComputer scienceCompactionCompactionDensitycomputer.software_genreHot mix asphaltSpecific densityTask (project management)Asphalt pavementMeasuring instrumentSettore ICAR/04 - Strade Ferrovie Ed AeroportiData miningLayer (object-oriented design)Fuzzy C-meanscomputer
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Lattice-Boltzmann and finite difference simulations for the permeability of three-dimensional porous media

2002

Numerical micropermeametry is performed on three dimensional porous samples having a linear size of approximately 3 mm and a resolution of 7.5 $\mu$m. One of the samples is a microtomographic image of Fontainebleau sandstone. Two of the samples are stochastic reconstructions with the same porosity, specific surface area, and two-point correlation function as the Fontainebleau sample. The fourth sample is a physical model which mimics the processes of sedimentation, compaction and diagenesis of Fontainebleau sandstone. The permeabilities of these samples are determined by numerically solving at low Reynolds numbers the appropriate Stokes equations in the pore spaces of the samples. The physi…

Condensed Matter - Materials ScienceFinite differenceLattice Boltzmann methodsCompactionMaterials Science (cond-mat.mtrl-sci)FOS: Physical sciencesReynolds numberDisordered Systems and Neural Networks (cond-mat.dis-nn)MechanicsCondensed Matter - Disordered Systems and Neural NetworksGranular materialPhysics::GeophysicsPermeability (earth sciences)symbols.namesakesymbolsCalculusPorosityPorous mediumMathematics
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Segregated ice and liquefaction effects on compaction of fragipans

2004

The brittleness of fragipans is generally ascribed to the close-packing fabric arrangement acquired at the initial step of pedogenesis thanks to physical processes. However, there is an on-going debate over the agent causing soil densification. In this work, we tested the plausibility that ice segregation or liquefaction could have been the cause of the compaction of four fragipans. Two of them are located in nonseismic areas that have experienced periglacial conditions; one is from a strongly seismic area not affected by periglacial conditions, while the fourth site underwent moderate seismic activity and slight periglacial conditions. After disaggregation in the laboratory, soil specimens…

Consolidation (soil)liquefactionCompactionSoil ScienceLiquefactionSoil scienceBulk densityfragipan; soil ice liquefactionPedogenesisIce segregationSettore AGR/14 - Pedologiaperiglacial procesoil ice liquefactionSoil horizonGeotechnical engineeringcompactionFragipanphysical propertyfragipanGeology
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Beam matching with space charge in energy recovery linacs

2019

Abstract Matching with space charge of an Energy-Recovery Linac (ERL) arc into the subsequent RF structure is essential to preserve beam quality. We show how to match beam envelopes and dispersion along the bends and recirculation arcs of an ERL, including space charge forces, in order to adjust the beam to the parameters of the subsequent RF structure. For a qualitative analysis, we show that one can use a beam matrix approach together with the smooth focusing approximation but with longitudinal–transverse coupling. It is also shown that the space-charge-modified dispersion plays a key role for the adjustment of the momentum compaction R 56 required for both the isochronous and the non-iso…

CouplingPhysicsNuclear and High Energy Physicsbusiness.industryMomentum compactionTracking (particle physics)Space chargeLinear particle acceleratorOpticsDispersion (optics)Physics::Accelerator PhysicsLaser beam qualitybusinessInstrumentationBeam (structure)Nuclear Instruments and Methods in Physics Research Section A: Accelerators, Spectrometers, Detectors and Associated Equipment
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Deformation of melt-bearing systems—insight from in situ grain-scale analogue experiments

2005

Abstract The deformation behaviour of partially molten rocks was investigated using in situ analogue experiments with norcamphor+ethanol, as well as partially molten KNO 3 +LiNO 3 . Three general deformation regimes could be distinguished during bulk pure shear deformation. In regime I, above ca. 8–10 vol.% liquid (melt) fraction ( ϕ bulk ), deformation is by compaction, distributed granular flow, and grain boundary sliding (GBS). At ϕ bulk ϕ bulk (regime III), grains form a coherent framework that deforms by grain boundary migration accommodated dislocation creep, associated with efficient segregation of remaining liquid. The transition liquid fraction between regimes I and II ( ϕ LT ) dep…

Dislocation creepFlow (psychology)CompactionMineralogyThermodynamicsGeologyDeformation (meteorology)Pure shearNorcamphorchemistry.chemical_compoundchemistryShear zoneGeologyGrain Boundary SlidingJournal of Structural Geology
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Pressure solution compaction of sodium chlorate and implications for pressure solution in NaCl

1999

Sodium chloride (NaCl) has been extensively used as a material to develop, test and improve pressure solution (PS) rock deformation models. However, unlike silicate and carbonate rocks, NaCl can deform plastically at very low stresses (0.5 MPa). This could mean that NaCl is less suitable for use as an analogue for rocks that do not deform plastically at conditions where PS is important. In order to test the reliability of NaCl as a rock analogue, we carried out a series of uniaxial compaction experiments on sodium chlorate (NaClO3) at room pressure and temperature (P‐T) conditions and applied effective stresses of 2.4 and 5.0 Mpa. NaClO3 is a very soluble, elastic‐brittle salt, that cannot …

GeophysicsBrittlenessCreepCompactionGrain boundary diffusion coefficientMineralogyPressure solutionPlasticityComposite materialStrain rateGeologyGrain sizeEarth-Surface ProcessesTectonophysics
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THE NONCOMPACTION OF THE LEFT VENTRICULAR MYOCARDIUM: OUR PEDIATRIC EXPERIENCE

2007

OBJECTIVES: The noncompaction of the left ventricular myocardium is a rare congenital heart disease, characterized by an excessive prominence of trabecular meshwork, spaced out by deep intertrabecular recesses, consequent to the arrest of the normal myocardium embryogenesis. Although there are numerous descriptions, the physiopathological effects of the structural alterations, just like the clinical spectrum and the evolution of the disease, are not totally clarified. In the present study, we have evaluated the natural history of the disease, the familial incidence and the alterations of the systolic and diastolic function. METHODS: We collected a series of 21 young patients who were affect…

Heart Defects CongenitalMalemedicine.medical_specialtygenetic structuresHeart diseaseCardiomyopathyInternal medicineHumansMedicinecardiovascular diseasesNoncompactionChildVentricular dysfunctionUltrasonographybusiness.industryHeart Septal DefectsMyocardiumGeneral Medicinemedicine.diseaseeye diseasesmedicine.anatomical_structureChild Preschoolcardiovascular systemCardiologyLeft ventricular myocardiumFemalesense organsTrabecular meshworkTissue DopplerUltrasonographyCardiology and Cardiovascular Medicinebusiness
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INSUFFICIENZA CARDIACA ACUTA E CARDIOMIOPATIE: UN CASO CLINICO

2007

Isolated noncompaction of left ventricular myocardium is a rare congenital heart disease, characterized by an excessive prominence of trabecular meshwork, spaced out by deep intertrabecular recesses, consequent to the arrest of the normal myocardial embryogenesis. Although there are numerous descriptions, the pathophysiological effects of the structural alterations, like the clinical spectrum and the evolution of the disease, are not fully clarified. In this paper we evaluated the natural history of the disease, the family incidence and the alterations of the systolic and diastolic function. An interesting case report is described concerning a patient affected by noncompaction and atrial fi…

Heart failureNoncompactionAtrial fibrillation
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A Rainfall Simulator Laboratory Approach to Determine the Impact of Ash Depth on Runoff Generation and Soil Losses

2020

Ash cover the forest fire affected soil for some weeks or months and act as a key factor to determine the soil and water losses. Ash depth is researched here to determine how affect the soil detachment and the runoff generation. Seventy rainfall simulation experiments on paired 0.50 m2 plots (five plots with 0, 1, 2, 3, 5, 10, 15- and 30-mm ash depth), and repeated one week later) under thunderstorms of 48 mmh-1 for one hour were carried out under laboratory conditions. In the first experiment, after the bed of ash was applied, the results show that ash depth determines the runoff rates as they reduce the discharge from 23.1% to 13.9%. The sediment concentration increased from 23.8 till 38.…

HydrologyCrust formationCompactionashSedimentrunofflcsh:AerosionsoilsedimentRainfall simulatorSoil waterErosionThunderstormEnvironmental sciencelcsh:General WorksSurface runofffireTERRAenVISION 2019
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