Search results for " Geology"

showing 10 items of 533 documents

Hydraulic conductivity and strength of pervious concrete for deep trench drains

2019

Abstract Pervious concrete for deep trench drains, used to stabilise slopes, must meet many requirements, namely, adequate hydraulic conductivity, adequate shear strength a few days after pouring, capacity to act as a protective filter for soils in which the drain is installed, good resistance to clogging and adequate residual hydraulic conductivity. In current engineering practice, the composition of pervious concrete for drains is improperly selected according to criteria used for no-fines concrete for road pavements. To detect more suitable and specific criteria, a laboratory investigation has been conducted aimed at identifying the composition and the properties of pervious concrete sat…

CementAggregate (composite)Pervious concreteHydraulic conductivityPervious concrete0211 other engineering and technologies02 engineering and technology010502 geochemistry & geophysicsGeotechnical Engineering and Engineering GeologyResidual01 natural sciencesCurrent (stream)CloggingHydraulic conductivityShear strength (soil)Trench drainsEnvironmental scienceGeotechnical engineeringStrengthComputers in Earth SciencesSafety Risk Reliability and Quality021101 geological & geomatics engineering0105 earth and related environmental sciencesGeomechanics for Energy and the Environment
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Intrinsic Acidity of Surface Sites in Calcium Silicate Hydrates and Its Implication to Their Electrokinetic Properties

2014

Calcium Silicate Hydrates (C–S–H) are the major hydration products of portland cement paste. The accurate description of acid–base reactions at the surface of C–S–H particles is essential for both understanding the ion sorption equilibrium in cement and prediction of mechanical properties of the hardened cement paste. Ab initio molecular dynamics simulations at the density functional level of theory were applied to calculate intrinsic acidity constants (pKa’s) of the relevant ≡SiOH and ≡CaOH2 groups on the C–S–H surfaces using a thermodynamic integration technique. Ion sorption equilibrium in C–S–H was modeled applying ab initio calculated pKa’s in titrating Grand Canonical Monte Carlo simu…

CementQuantitative Biology::BiomoleculesChemistryAb initioThermodynamicsThermodynamic integrationSorptionElectrolyteSurfaces Coatings and FilmsElectronic Optical and Magnetic Materialslaw.inventionElectrokinetic phenomenachemistry.chemical_compoundPortland cementGeneral EnergylawCalcium silicate550 Earth sciences & geologyPhysical chemistry[PHYS.PHYS.PHYS-CHEM-PH]Physics [physics]/Physics [physics]/Chemical Physics [physics.chem-ph]Physical and Theoretical ChemistryPhysics::Chemical PhysicsComputingMilieux_MISCELLANEOUS
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Centrifuge tests on strip footings on sand with a weak layer

2017

Tests on small-scale physical models of a strip footing resting on a dense sand bed containing a thin horizontal weak soil layer were carried out at normal gravity (1 g ). The results, reported in a companion paper, point out that the weak layer plays an important role in the failure mechanism and the ultimate bearing capacity of the footing if it falls within the ground volume relevant to the behaviour of the sand–footing system. The same problem was also investigated by means of centrifuge tests on reduced-scale models at 25 g and 40 g . The results of these tests, reported and discussed in this paper, confirm that failure mechanisms are governed substantially by the presence of the weak…

CentrifugeGravity (chemistry)Physical modelgeotechnical engineering models (physical)shallow foundationsSettore ICAR/07 - Geotecnicageotechnical engineering0211 other engineering and technologiesgeotechnical engineering/models (physical)/shallow foundations02 engineering and technologyGeotechnical Engineering and Engineering GeologyCritical valueNO020303 mechanical engineering & transports0203 mechanical engineeringShallow foundationVolume (thermodynamics)Geotechnical engineeringBearing capacitymodels (physical)Layer (electronics)Geology021101 geological & geomatics engineeringshallow foundations
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Geochemistry and origin of ultramafic enclaves and their basanitic host rock from Kula Volcano, Turkey

2013

Abstract The Quaternary Kula Volcanic Province is located in western Anatolia, Turkey. This Na-alkaline anorogenic volcanism includes exposures of around 80 cinder cones, lava flows, and tuffs, representing one of the youngest volcanic activities in this region (1.9–0.026 Ma). The magmatism is related to an extensional regime and is interpreted as being derived predominantly from the asthenospheric mantle. The lava flows are mostly of a basanitic composition and host rare comagmatic enclaves. The enclaves are composed of two dominant lithologies: amphibolites and clinopyroxenites with and without olivine. Amphibole is usually resorbed and replaced by a rhoenite-rich breakdown corona. The mi…

Cinder coneOlivineFractional crystallization (geology)LavaGeochemistryGeologyCrustengineering.material010502 geochemistry & geophysics01 natural sciencesMantle (geology)13. Climate actionGeochemistry and PetrologyUltramafic rockengineering010503 geologyAmphiboleGeology0105 earth and related environmental sciencesLithos
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The Behaviour of Mistuned Piezoelectric Shunt Systems and Its Estimation

2016

This paper addresses monoharmonic vibration attenuation using piezoelectric transducers shunted with electric impedances consisting of a resistance and an inductance in series. This type of vibration attenuation has several advantages but suffers from problems related to possible mistuning. In fact, when either the mechanical system to be controlled or the shunt electric impedance undergoes a change in their dynamical features, the attenuation performance decreases significantly. This paper describes the influence of biases in the electric impedance parameters on the attenuation provided by the shunt and proposes an approximated model for a rapid prediction of the vibration damping performa…

Civil and Structural Engineering; Condensed Matter Physics; Geotechnical Engineering and Engineering Geology; Mechanics of Materials; Mechanical EngineeringEngineeringArticle SubjectAcoustics02 engineering and technologyMistuningImpedance parameters0203 mechanical engineeringControl theoryElectrical impedanceCivil and Structural Engineeringbusiness.industryAttenuationMechanical Engineering021001 nanoscience & nanotechnologyCondensed Matter PhysicsGeotechnical Engineering and Engineering GeologyPiezoelectricitylcsh:QC1-999Mechanical systemInductanceVibration020303 mechanical engineering & transportsMechanics of Materials0210 nano-technologybusinesslcsh:PhysicsShock and Vibration
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Discussion on “Experimental Deformation of Opalinus Clay at Elevated Temperature and Pressure Conditions: Mechanical Properties and the Influence of …

2021

AbstractThe testing procedure and results on saturated samples of Opalinus Clay in the work of Schuster et al. (Rock Mech Rock Eng https://doi.org/10.1007/s00603-021-02474-3, 2021) were conducted and presented using strain rates two to four orders of magnitudes higher than the rates needed to allow pore pressure equilibrium in the material, both in drained and undrained conditions. This leads to an erroneous estimation of the mechanical properties in saturated conditions. We discuss this aspect in the context of shale testing. We also discuss the effect of drying-induced fissuring on the mechanical properties of geomaterials tested in dry conditions.

Clay rock Desiccation cracks Micro-fissuring Opalinus Clay Pore pressure generation Rate-dependent mechanical behaviour ShaleSettore ICAR/07 - GeotecnicaClay rockGeologyContext (language use)Strain rateGeotechnical Engineering and Engineering GeologyPore water pressureTemperature and pressureGeotechnical engineeringDeformation (engineering)Oil shaleGeologyCivil and Structural EngineeringRock Mechanics and Rock Engineering
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The Permeable Concrete: A Low Energy Consumption Solution for Deep Draining Trenches

2018

The reduction of pore water pressures is one of the very effective measures to improve the stability conditions of marginally stable water-bearing slopes or to stabilise landslides. For this purpose the trench drains have been used long since. Like filling material of deep trenches the permeable concrete can be effectively employed. It presents relatively high hydraulic conductivity, filtering capacity in order to prevent the internal erosion of the soil in which the trench drain is installed, enough residual hydraulic conductivity after possible clogging, sufficient shear strength after a short curing time to avoid the instabilisation of adjacent previously built panels or piles. Results o…

CloggingPore water pressureSettore ICAR/07 - GeotecnicaHydraulic conductivityMechanics of MaterialsTrenchPervious concreteEnvironmental scienceInternal erosionGeotechnical engineeringLandslideGeotechnical Engineering and Engineering GeologyShear strength (discontinuity)
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Abundance and Distribution Patterns of Thunnus albacares in Isla del Coco National Park through Predictive Habitat Suitability Models

2016

Information on the distribution and habitat preferences of ecologically and commercially important species is essential for their management and protection. This is especially important as climate change, pollution, and overfishing change the structure and functioning of pelagic ecosystems. In this study, we used Bayesian hierarchical spatial-temporal models to map the Essential Fish Habitats of the Yellowfin tuna (Thunnus albacares) in the waters around Isla del Coco National Park, Pacific Costa Rica, based on independent underwater observations from 1993 to 2013. We assessed if observed changes in the distribution and abundance of this species are related with habitat characteristics, fis…

CocosChlorophyll0106 biological sciences010504 meteorology & atmospheric scienceslcsh:MedicineOceanography01 natural sciencesGeographical LocationsAbundanceAbundance (ecology)OceansZoologíaIsla del Coco National Parklcsh:ScienceClimatologyMultidisciplinarybiologyEcologyNational parkFishesTemperatureAgricultureSurface TemperatureGeographyHabitatOsteichthyesVertebratesPhysical SciencesMarine GeologyThunnusResearch ArticleCosta RicaYellowfin tunaSurface PropertiesClimate ChangeOceaniaMaterials ScienceMaterial PropertiesFisheriesSede Central IEOAnimalsAtmospheric scienceWeatherEcosystem0105 earth and related environmental sciencesOverfishingTunaChlorophyll A010604 marine biology & hydrobiologylcsh:REl Ni単o-Southern OscillationOrganismsBiology and Life SciencesCentral AmericaBayes TheoremPelagic zoneBodies of Waterbiology.organism_classificationThunnus albacaresMarine and aquatic sciencesFisheryEarth sciencesPeople and PlacesNorth AmericaGeographic Information Systemslcsh:QTunaAnimal DistributionPLOS ONE
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Comparison of Metrics for the Classification of Soils Under Variable Geometrical Conditions Using Hyperspectral Data

2008

International audience; The objective of this letter is to find a distance metric between reflectance spectra that is not sensitive to the variations on the soil reflectance induced by the geometry of solar-view angles. This is motivated by the fact that differences between spectra measured for the same soil under different observation and illumination configurations can lead to misclassifications. Using 26 soils of different compositions simulated with Hapke’s model and 92 soils of different compositions measured under 28 solarview angle geometries in laboratory conditions, we tested three metrics, namely, root-mean-square error, spectral angle mapper, and R2 (the coefficient of determinat…

Coefficient of determination010504 meteorology & atmospheric sciencesMean squared error0211 other engineering and technologiesSOIL IDENTIFICATION02 engineering and technologySolid modeling01 natural sciencesSpectral lineCLASSIFICATION[SPI]Engineering Sciences [physics]HYPERSPECTRALSurface roughnessElectrical and Electronic EngineeringComputingMilieux_MISCELLANEOUS021101 geological & geomatics engineering0105 earth and related environmental sciencesMathematicsRemote sensingHyperspectral imagingSoil classificationGeotechnical Engineering and Engineering GeologySOLAR-VIEW ANGLESoil waterSPECTRAL LIBRARYDISTANCE METRIC[SPI.SIGNAL]Engineering Sciences [physics]/Signal and Image processing
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A Novel Solution to Find the Dynamic Response of an Euler–Bernoulli Beam Fitted with Intraspan TMDs under Poisson Type Loading

2020

This contribution considers a virtual experiment on the vibrational response of rail and road bridges equipped with smart devices in the form of damping elements to mitigate vibrations. The internal damping of the bridge is considered a discontinuity that contain a dashpot. Exact complex eigenvalues and eigenfunctions are derived from a characteristic equation built as the determinant of a 4 x 4 matrix

Computer science020101 civil engineeringPoissonian Loading02 engineering and technologylcsh:TechnologyDashpot0201 civil engineeringDamper0203 mechanical engineeringTuned mass damperGeneral Materials ScienceEigenvalues and eigenvectorsCivil and Structural EngineeringGeneralized functionTuned Mass Damperlcsh:TMathematical analysisCharacteristic equationBuilding and ConstructionWhite noiseGeotechnical Engineering and Engineering GeologyComputer Science ApplicationsVibration020303 mechanical engineering & transportsEuler Bernoulli BeamEuler Bernoulli beam Poissonian loading Tuned mass damperSettore ICAR/08 - Scienza Delle CostruzioniInfrastructures
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