Search results for "Geotechnical Engineering"

showing 10 items of 489 documents

Frequency composition of traction and tillage forces on a mole plough

1997

Field experiments were carried out in order to quantify the variations of the traction and tillage forces on a mole plough, in the case of four clayey soils of Eastern France. The same tractor-implement system, the same forward working speed (1 m s−1) and the same length of ploughing (20 m) were used. Specially designed strain gauge transducers applied to the system delivered a signal which was numerised and analysed in terms of power spectral density (PSD) function. The frequency composition of the traction and tillage forces consisted of interactions between soil and tool as well as vibrations of the tractor-implement system. Low frequencies (0–2 Hz range) were related to the random prope…

business.product_categoryMaterials scienceTractive forceTraction (engineering)Soil ScienceSpectral densityPloughTillageVibrationGeotechnical engineeringRandom vibrationbusinessAgronomy and Crop ScienceStrain gaugeEarth-Surface ProcessesSoil and Tillage Research
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Measurements of pressure and frictional tractions along walls of a large-scale conical shallow hopper and comparison with Eurocode 1991-4:2006

2014

Abstract A silo׳s hopper supports the majority loads induced by the stored particulate solids. Such loads vary from filling to discharging provided the hopper is steep enough to secure a mass flow; when the hopper is too shallow to promote a mass flow, funnel flow usually prevails – where how loads develop along walls of a shallow hopper remains to be addressed. In the paper, normal pressure and frictional traction were measured with pressure transducers as imposed by testing material sand along the walls of a full-scale conical shallow hopper. The transducers were carefully mounted in the designated positions of hopper walls along a generator. To make the measurement results representative…

business.product_categoryMechanical Engineeringmedicine.medical_treatmentMass flowFlow (psychology)Building and ConstructionConical surfaceTraction (orthopedics)Granular materialPressure sensorSilomedicineGeotechnical engineeringFunnelbusinessGeologyCivil and Structural EngineeringThin-Walled Structures
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X-ray Computed Tomography for Capillary Collapse of Loose Unsaturated Sand

2016

Abstract The collapse of unsaturated soils consists of the reduction in volume upon wetting at constant total stress. Several studies at the macro scale outline the influence of initial void ratio, confining pressure and matric suction on the onset of collapse of standard laboratory specimens. Conversely, few observations at the micro scale are available in the literature, although the influence of the particles arrangement and intergranular bonding has been formerly supposed. The collapse of fine sand derived by a pyroclastic soil of Southern Italy is investigated in this paper at the microscale using the X-ray Computed Tomography. The experimental procedure, formerly tested on similar pyr…

characterisation at local and global scalesSuctionMaterials sciencegrain-scale investigation0211 other engineering and technologiesCollapse (topology)Capillary collapse; characterisation at local and global scales; grain-scale investigation; X-Ray Computed Tomography; Engineering (all)Capillary collapse02 engineering and technologyGeneral MedicineOverburden pressure01 natural sciencesVoid ratioEngineering (all)0103 physical sciencesGeotechnical engineeringWetting010306 general physicsPorositySaturation (chemistry)Water contentEngineering(all)X-Ray Computed Tomography021101 geological & geomatics engineeringProcedia Engineering
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Sulfide mineral identification using laser-induced plasma spectroscopy

2003

Sulfide minerals in rock samples were identified with laser-induced plasma spectroscopy (LIPS) in the near vacuum ultraviolet spectral region. Reference spectra of pyrite, pyrrhotite, chalcopyrite, sphalerite, barite, calcite and dolomite were applied to classification of minerals in sulfur-bearing drill core samples. On the basis of the results mineral distributions in the sample were estimated. The potential of the LIPS method for in situ analysis is discussed.

chemistry.chemical_classificationCalciteMaterials scienceMineralSulfideChalcopyriteMechanical EngineeringMineralogyGeneral Chemistryengineering.materialGeotechnical Engineering and Engineering GeologySulfide mineralschemistry.chemical_compoundSphaleritechemistryControl and Systems Engineeringvisual_artengineeringvisual_art.visual_art_mediumPyritePyrrhotiteMinerals Engineering
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Nonlinear Time-Series Adaptation for Land Cover Classification

2017

Automatic land cover classification from satellite image time series is of paramount relevance to assess vegetation and crop status, with important implications in agriculture, biofuels, and food. However, due to the high cost and human resources needed to characterize and classify land cover through field campaigns, a recurrent limiting factor is the lack of available labeled data. On top of this, the biophysical–geophysical variables exhibit particular temporal structures that need to be exploited. Land cover classification based on image time series is very complex because of the data manifold distortions through time. We propose the use of the kernel manifold alignment (KEMA) method for…

domain adaptationComputer science0211 other engineering and technologies02 engineering and technologyLand coverNormalized Difference Vegetation IndexVegetation coverkernel methods0202 electrical engineering electronic engineering information engineeringElectrical and Electronic EngineeringTime series021101 geological & geomatics engineeringRemote sensingManifold alignment[SHS.STAT]Humanities and Social Sciences/Methods and statisticsbusiness.industryVegetation15. Life on landGeotechnical Engineering and Engineering GeologyKernel methodKernel (image processing)Agriculturemanifold alignment020201 artificial intelligence & image processingSatellite Image Time SeriesLand cover classificationtime seriesScale (map)businessIEEE Geoscience and Remote Sensing Letters
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Experiences of perinatal women and public healthcare providers in a community affected by the great east Japan earthquake and tsunami: Concerns that …

2020

Abstract Particular support needs of perinatal women in a disaster have been difficult to grasp through preexisting quantitative epidemiological studies. This study aimed to extract concerns that must be considered for perinatal women's mental healthcare in postdisaster settings based on lessons from the Great East Japan Earthquake. Narrative messages regarding protective and risk factors for mothers' mental health from a representative population of mothers who had given birth and all official maternal caregivers, in a coastal town devastated by the catastrophe were subjected to qualitative analyses. Eight concerns were extracted as specific support needs: (1) improve information pathways,…

education.field_of_studymedicine.medical_specialtybusiness.industrymedia_common.quotation_subjectPopulationGeologyBuilding and ConstructionGeotechnical Engineering and Engineering GeologyMental healthPublic healthcareMental healthcareFeelingNursingHealth careEpidemiologymedicineNarrativebusinessPsychologyeducationSafety Researchmedia_commonInternational Journal of Disaster Risk Reduction
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Benchmark study of undrained triaxial testing of Opalinus Clay shale: Results and implications for robust testing

2021

Triaxial testing of argillaceous rocks and shales is significantly more challenging than conventional rock mechanical testing. The challenges are mainly related to the very low permeability of these geomaterials, and their sensitivity to exposure of atmosphere and brines, which induces variations of water content, suction and effective stress. There are currently no international standards to guide service laboratories for robust testing procedures for shales. A benchmark study of undrained triaxial testing was therefore initiated with three leading service laboratories in shale testing, performing 13 tests and using two different methods of establishing sample saturation prior to deformati…

elastic moduliUndrained triaxial testingairEffective stress0211 other engineering and technologies02 engineering and technology010502 geochemistry & geophysics01 natural sciencesopalinus clayundrained triaxial testingVolume expansionLow permeabilitygas shalesGeotechnical engineeringComputers in Earth SciencesOpalinus ClaySafety Risk Reliability and Quality021101 geological & geomatics engineering0105 earth and related environmental sciencesdegradationstrain rateSettore ICAR/07 - GeotecnicabehaviorsaturationElastic moduliStrain rateElastic moduli Opalinus Clay Saturation Strain rate Strength Undrained triaxial testingSaturationGeotechnical Engineering and Engineering GeologyShear (geology)Loading rateStrengthMaterial propertiesSaturation (chemistry)strengthOil shaleGeology
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A Top-Down Approach Based on the Circularity Potential to Increase the Use of Reclaimed Asphalt

2023

Resource depletion and climate change, amongst others, are increasingly worrying environmental challenges for which the road engineering sector is a major contributor. Globally, viable solutions that comply with the principles of circular economy (CE) are being investigated that can replace conventional asphalt mixtures in a post-fossil fuel society. The use of reclaimed asphalt (RA) is a widely used and well-established method to reduce the environmental and economic impacts of asphalt mixtures while increasing their circularity. However, RA’s market supply and demand have not yet been systematically analyzed and established. Moreover, the actual circularity potential and the opportu…

end of wasteasphaltclosed-loopCircular economyreclaimed asphaltcircular economy; reclaimed asphalt; closed-loop; end of waste; asphalt; material circularity indicatormaterial circularity indicatorGeneral Materials ScienceBuilding and ConstructionGeotechnical Engineering and Engineering GeologyComputer Science ApplicationsCivil and Structural EngineeringInfrastructures; Volume 8; Issue 5; Pages: 83
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Normal pressures and frictional tractions on shallow conical hopper walls after concentric filling: Predictions and experiments

2013

Author's version of an article in the journal: Chemical Engineering Science. Also available from the publisher at: http://dx.doi.org/10.1016/j.ces.2012.11.028 A silo with a shallow hopper is designed to achieve the required silo capacity when the headroom available is limited, provided that the issue of segregation of stored particulate solids is not a problem. Several analytical models have been proposed to try to predict the design loads for such shallow silo hoppers to guarantee their structural integrity. In this study, a novel finite element analysis has been conducted to explore the development of pressures and tractions on the wall of a full scale shallow hopper when it is filled wit…

experimental verificationEngineeringVDP::Technology: 500::Building technology: 530business.industryApplied MathematicsGeneral Chemical EngineeringMass flowMechanical engineeringGeneral ChemistryConical surfaceConcentrichopper pressuresFEM simulationGranular materialVDP::Mathematics and natural science: 400::Mathematics: 410Industrial and Manufacturing EngineeringFinite element methodsilo loadsshallow hopperparticulate solidsGeotechnical engineeringbusinessChemical Engineering Science
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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
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