Search results for " Geology"

showing 10 items of 533 documents

Experimental study of a naturally weathered stiff clay

2016

Studying the shear strength of a naturally weathered clay is important to understand rain-induced slope failures in weathered soils. However, experimental studies on naturally weathered soils are limited. The paper focuses on the laboratory experimental investigation carried out to analyse the shear strength of a naturally weathered stiff clay that can be found in unsaturated conditions in situ. This has an important practical relevance in the evaluation of the stability conditions of natural slopes at clay outcrops. Different experimental techniques of suction measurement were used to obtain the soil-water retention curve of the clay over a wide range of suctions. Scanning electronic micr…

021110 strategic defence & security studiesNaturally weathered clayUnsaturated undisturbed clayExpansive clayIsotropy0211 other engineering and technologiesMineralogy02 engineering and technologyGeotechnical Engineering and Engineering Geologycomplex mixturesnaturally weathered clay unsaturated undisturbed clay water retention behaviour shear strengthShear (geology)Shear strengthSoil waterGeotechnical engineeringWater retention behaviourMercury intrusion porosimetryTriaxial compressionGeology021101 geological & geomatics engineeringCivil and Structural Engineering
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The bearing capacity of footings on sand with a weak layer

2017

Minor details of the ground, such as thin weak layers, shear bands and slickensided surfaces, can substantially affect the behaviour of soil–footing and other geotechnical systems, despite their seeming insignificance. In this paper, the influence of the presence of a thin horizontal weak layer on the ultimate bearing capacity of a strip footing on dense sand is investigated by single-gravity tests on small-scale physical models of the soil–footing system. The test results show that the weak layer strongly influences both the failure mechanism and the ultimate bearing capacity if its depth is lower than about four times the footing width. It is found that the presence of a thin weak layer …

021110 strategic defence & security studiesPhysical modelSettore ICAR/07 - Geotecnica0211 other engineering and technologiesFailure mechanism02 engineering and technologyGeotechnical Engineering and Engineering Geologymodels (physical) shallow foundationsShallow foundationShear (geology)Geotechnical engineeringBearing capacityGeology021101 geological & geomatics engineeringGeotechnical Research
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A risk assessment proposal for underground cavities in Hard Soils-Soft Rocks

2018

Abstract Underground calcarenite quarries in Marsala (Sicily) have been involved in a number of collapses that have, seriously damaged numerous buildings. The stability conditions were therefore examined in order to assess risk conditions within the historical centre of the town and the surrounding areas, which are subject to urban expansion. Starting with an extensive collection of historical information, the research was carried out through surveys of the cavities, systematic sampling of material, petrographic analysis and geotechnical testing. The results of laboratory tests and in situ investigations provided a geotechnical characterization of both the intact material and the rock mass.…

021110 strategic defence & security studiesRisk chartSafety factorSettore ICAR/07 - Geotecnica0211 other engineering and technologiesUnderground quarries Hard-soil/soft rocks Stability factor Risk charts02 engineering and technologyHard-soil/soft rockGeotechnical EngineeringGeotechnical Engineering and Engineering GeologyStability factorUnderground quarrieFinite element methodCalcarenitePetrographyAbacus (architecture)Geotechnical engineeringRock mass classificationShear strength (discontinuity)SubsoilGeology021101 geological & geomatics engineeringInternational Journal of Rock Mechanics and Mining Sciences
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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
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Role of particle characteristics in the compression behaviour of gap-graded sands

2019

Abstract The compression in gap-graded mixtures of sands with combined mineralogy has been investigated in recent research, focusing on the key factors that might imply the occurrence of convergent or non-convergent paths in compression (i.e., transitional or non-transitional behaviour). From previous work, the mineralogy of a matrix composed of larger grains seems to determine the possibility of the occurrence of transitional behaviour. Hence, if there is a strong and stiff matrix made of quartz sand particles, which are either larger than or at least of similar size to the other component, then non-convergent compression paths (i.e., transitional behaviour) are likely to occur. As a furth…

021110 strategic defence & security studiesWork (thermodynamics)Settore ICAR/07 - GeotecnicaCompressibilityLaboratory tests0211 other engineering and technologiesMineralogyTechnical note02 engineering and technologySandsGeotechnical Engineering and Engineering GeologyCompression (physics)Oedometer testMatrix (geology)chemistry.chemical_compoundchemistryCompressibility; Laboratory tests; SandsParticleCarbonateQuartzGeology021101 geological & geomatics engineeringCivil and Structural EngineeringSoils and Foundations
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Seismic behavior of structures equipped with variable friction dissipative (VFD) systems

2021

Usually, to mitigate the stresses in framed structures, different strategies are used. Among them, base isolation, viscous/friction/metallic yielding dampers and tuned mass dumpers have been widely investigated. Fluid Viscous Dampers (FVD) probably result the most diffused for the simplicity in the applications. However, these type of dampers request limited interstorey drifts to avoid dangerous effects. Further, they have an elevate cost. On the contrary, friction dampers are not so expensive but request high interstorey drifts to give a significant contribute in the dissipation of energy during an earthquake. In this paper an approach for the energy dissipation by friction, modified with …

021110 strategic defence & security studiesbusiness.industryComputer science0211 other engineering and technologies02 engineering and technologyBuilding and ConstructionStructural engineeringDissipationGeotechnical Engineering and Engineering GeologyDamperVariable (computer science)Settore ICAR/09 - Tecnica Delle CostruzioniGeophysicsDissipative systemBase isolationbusinessConstant (mathematics)Displacement (fluid)Energy (signal processing)Civil and Structural EngineeringDissipative systems Seismic energy dissipation Structural dynamics Variable friction dissipative device
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Multi-sensor spectral synergies for crop stress detection and monitoring in the optical domain: A review

2022

10122 Institute of Geography1903 Computers in Earth SciencesSoil ScienceGeology910 Geography & travelComputers in Earth Sciences1111 Soil Science1907 Geology
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Nitrogen isotopes in tooth enamel record diet and trophic level enrichment: results from a controlled feeding experiment

2021

Nitrogen isotope ratios (δ15N) are a well-established tool for investigating the dietary and trophic behavior of animals in terrestrial and marine food webs. To date, δ15N values in fossils have primarily been measured in collagen extracted from bone or dentin, which is susceptible to degradation and rarely preserved in deep time (>100,000 years). In contrast, tooth enamel organic matter is protected from diagenetic alteration by the mineral structure of hydroxyapatite and thus is often preserved over geological time. However, due to the low nitrogen content (<0.01 %) of enamel, the measurement of its nitrogen isotopic composition has been prevented by the analytical limit…

10253 Department of Small Animals010504 meteorology & atmospheric sciencesLow nitrogen010502 geochemistry & geophysics01 natural sciencesNitrogen isotopes tooth enamel paleodiet trophic level rodentsstomatognathic systemGeochemistry and PetrologyDentinmedicineOrganic matter1907 Geology0105 earth and related environmental sciencesTrophic levelchemistry.chemical_classification630 AgricultureGeologyδ15NTooth enamelIsotopes of nitrogenDiagenesisstomatognathic diseasesmedicine.anatomical_structurechemistryEnvironmental chemistry1906 Geochemistry and Petrology570 Life sciences; biologyGeology
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One-dimensional compression and consolidation of shales

2016

This paper presents a comprehensive methodology for analysing the compression and consolidation behaviour of shales. An apparatus was designed to perform oedometric high-pressure tests by applying a maximum vertical total stress of 100 MPa and simultaneously controlling the pore water pressure of the specimen. An analytical method was formulated to analyse the shale consolidation behaviour, which allows information to be gathered on the coefficient of consolidation, stiffness, poroelastic properties, secondary compression and permeability of the tested material as a function of the applied stress conditions. Results obtained on Opalinus Clay shale using the developed methodology are present…

1D compressionPetroleum engineeringConsolidation (soil)Poromechanics0211 other engineering and technologiesStiffness02 engineering and technology010502 geochemistry & geophysicsShaleGeotechnical Engineering and Engineering Geology01 natural sciencesPore water pressurePermeability (earth sciences)medicineShalesGeotechnical engineeringStress conditionsmedicine.symptomOpalinus ClayOil shaleGeologyConsolidation021101 geological & geomatics engineering0105 earth and related environmental sciences
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Crop Yield Estimation and Interpretability With Gaussian Processes

2021

This work introduces the use of Gaussian processes (GPs) for the estimation and understanding of crop development and yield using multisensor satellite observations and meteo- rological data. The proposed methodology combines synergistic information on canopy greenness, biomass, soil, and plant water content from optical and microwave sensors with the atmospheric variables typically measured at meteorological stations. A com- posite covariance is used in the GP model to account for varying scales, nonstationary, and nonlinear processes. The GP model reports noticeable gains in terms of accuracy with respect to other machine learning approaches for the estimation of corn, wheat, and soybean …

2. Zero hungerEstimation010504 meteorology & atmospheric sciencesCrop yieldProductivitat agrícola0207 environmental engineeringProcessos estocàstics02 engineering and technology15. Life on landGeotechnical Engineering and Engineering Geology01 natural sciencessymbols.namesake13. Climate actionStatisticssymbolsElectrical and Electronic Engineering020701 environmental engineeringGaussian process0105 earth and related environmental sciencesMathematicsInterpretabilityIEEE Geoscience and Remote Sensing Letters
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