Search results for "Compaction"

showing 10 items of 105 documents

Long-term monitoring of soil bulk density and erosion rates in two Prunus Persica (L) plantations under flood irrigation and glyphosate herbicide tre…

2021

Abstract Early season fruit production for the northern European market is highly intensive in fertilization, machinery, irrigation and the use of herbicides. Those conditions increase the soil losses and soil compaction and threaten the Sustainable Goals for Development of the United Nations by 2030. Long-term soil erosion measurements are necessary to determine the sustainability of agriculture managements. Moreover, soil erosion on flood irrigation land is a topic that request more surveys and research as rainfed sloping terrains attracted all the attention of scientists and research investment. Improved Stock Unearthing Method (ISUM) was applied to two 15 years-old herbicide treated fie…

Soil managementIrrigationEnvironmental EngineeringFlood irrigation0208 environmental biotechnologyGlycine02 engineering and technologyMediterranean010501 environmental sciencesManagement Monitoring Policy and Law01 natural sciencesFlood irrigation; ISUM; Mediterranean; Saturn peaches plantations; Soil management; SustainabilitySoil compaction (agriculture)Soil managementSoilWaste Management and DisposalSurface irrigation0105 earth and related environmental sciencesPrunus persicaHydrologyHerbicidesAgricultureGeneral MedicineBulk densityFloods020801 environmental engineeringSustainabilitySpainSoil waterErosionEnvironmental scienceSaturn peaches plantationsSoil conservationISUMJournal of Environmental Management
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Quantitative Analysis of Experimental and Synthetic Microstructures for Sedimentary Rock

1999

A quantitative comparison between the experimental microstructure of a sedimentary rock and three theoretical models for the same rock is presented. The microstructure of the rock sample (Fontainebleau sandstone) was obtained by microtomography. Two of the models are stochastic models based on correlation function reconstruction, and one model is based on sedimentation, compaction and diagenesis combined with input from petrographic analysis. The porosity of all models closely match that of the experimental sample and two models have also the same two point correlation function as the experimental sample. We compute quantitative differences and similarities between the various microstructur…

Statistics and ProbabilityCondensed Matter - Materials ScienceMaterials scienceStochastic modellingCompactionMineralogyMaterials Science (cond-mat.mtrl-sci)FOS: Physical sciencesCondensed Matter PhysicsDiagenesisPetrographyCorrelation functionSedimentary rockAnisotropyPorosity
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Stylolite interfaces and surrounding matrix material: Nature and role of heterogeneities in roughness and microstructural development

2010

Rough pressure solution interfaces, like stylolites, are one of the most evident features of localized slow deformation in rocks of the upper crust. There is a general consensus that the development of these rough structures is a result of localized, stress enhanced, dissolution of material along a fluid filled interface, but little is known on the initiation of this roughness. The aim of this article is to reveal the role of heterogeneities initially present in the host-rock on roughness initiation. This should give insights on whether stylolite roughness is generated by a stress-induced instability or by the presence of disorder in the material (i.e. quenched noise). We use a microstructu…

StyloliteCompactionMineralogyGeologySurface finishPressure solutionDeformation (engineering)Grain sizeGeologyElectron backscatter diffractionMatrix (geology)Journal of Structural Geology
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Volumetric Behaviour of Lime Treated High Plasticity Clay Subjected to Suction Controlled Drying and Wetting Cycles

2017

The paper presents some experimental results collected on samples recovered from an experimental embankment obtained by compacting a lime-treated clay. Samples were collected soon after the in situ compaction and they were cured in controlled environmental conditions for at least 18 months. Mercury intrusion porosimetry tests (MIP) were carried out on freeze-dried specimens to characterize the microstructure of the material. In order to assess the durability of the improved material, laboratory tests focused on the effects of cyclic variations of the degree of saturation on the water retention properties and the volumetric behaviour of the stabilized clay. Collected results show that the li…

SuctionMaterials scienceDegree of saturationCompactionengineering.materialGeotechnical Engineering and Engineering GeologyMicrostructurecomplex mixturesWater retentionVoid ratioMechanics of MaterialsengineeringmedicineGeotechnical engineeringWettingmedicine.symptomComposite materialLime
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Soil Physical Quality of Citrus Orchards Under Tillage, Herbicide, and Organic Managements

2018

Abstract Soil capacity to support life and to produce economic goods and services is strongly linked to the maintenance of good soil physical quality (SPQ). In this study, the SPQ of citrus orchards was assessed under three different soil managements, namely no-tillage using herbicides, tillage under chemical farming, and no-tillage under organic farming. Commonly used indicators, such as soil bulk density, organic carbon content, and structural stability index, were considered in conjunction with capacitive indicators estimated by the Beerkan estimation of soil transfer parameter (BEST) method. The measurements taken at the L'Alcoleja Experimental Station in Spain yielded optimal values fo…

Sòls ErosióBeerkan estimation of soil transfer parameterSoil Science010501 environmental sciences01 natural sciencesstructural stability indexSoil compaction (agriculture)Soil managementorganic farmingSoil retrogression and degradationsoil quality assessmentSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliOrganic matter0105 earth and related environmental sciencesTotal organic carbonchemistry.chemical_classificationcapacitive indicator04 agricultural and veterinary sciencesPE&RCBulk densityTillageAgronomychemistry040103 agronomy & agricultureOrganic farming0401 agriculture forestry and fisheriesEnvironmental sciencesoil managementPedosphere
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Mapping of penetrometer resistance in relation to tractor traffic using multivariate geostatistics

2007

Abstract The traffic of agricultural machines can cause soil compaction and high variability of soil structure, both along normal lines and along those parallel to the field plane. The aim of this work was to investigate the potential of an electronic penetrometer, a GPS, a GIS and geostatistical techniques for mapping soil compaction. In July 2003 soil cone penetrometer resistance was measured using a semi-automatic electronic penetrometer in a sandy-silt soil (Vertic Xerochrept) of inland Sicily where a three-year rotation wheat ( Triticum durum Desf.)–wheat–tomato ( Solanum lycopersicum L.) was practiced. The measurements were carried out along three parallel 3-m long transects, from the…

TractorHydrologyMultivariate geostatisticbusiness.product_categorySettore AGR/09 - Meccanica AgrariaSoil compaction mappingSoil ScienceSoil scienceGeostatisticsSiltCrop rotationCone penetrometer resistancePenetrometerlaw.inventionSoil structureJoint stochastic simulationlawSoil compactionSoil waterEnvironmental scienceSoil compaction mapping; Cone penetrometer resistance; Multivariate geostatistics; Joint stochastic simulationbusiness
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Impact of wheeled and tracked tractors on soil physical properties in a mixed conifer stand

2016

Abstract: Damage to forest soil caused by vehicle traffic mainly consists of soil compaction, displacement, and rut formation. Severity of the damage depends on vehicle mass, weight of the carried loads, ground morphology, and soil properties, such as moisture. This paper investigates the impacts of two types of vehicles (tracked or wheeled tractor), traffic intensities (one or five skidding cycles) and soil moisture (24% or 13% by weight) on compaction of a loam textured soil in a mixed conifer stand of central Italy. Changes in porosity, bulk density, shear and penetration resistances were analyzed. The latter three parameters were significantly higher in the trafficked soil portions than…

Tractorbusiness.product_category010504 meteorology & atmospheric sciencesSoil DegradationSoil science01 natural sciencesSoil compaction (agriculture)Soil retrogression and degradationlcsh:ForestryPorosityWater contentSettore AGR/06 - Tecnologia Del Legno E Utilizzazioni Forestali0105 earth and related environmental sciencesNature and Landscape ConservationSkid trailEcologyRuttingForestry04 agricultural and veterinary sciencesSoil qualityBulk densityForest ManagementSoil CompactionLoam040103 agronomy & agriculture0401 agriculture forestry and fisheriesEnvironmental sciencelcsh:SD1-669.5Skid TrailsbusinessiForest - Biogeosciences and Forestry
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VENTRICULAR DYSFUNCTION AND NUMBER OF NON COMPACTED SEGMENTS IN NON COMPACTION: NON-INDEPENDENT PREDICTORS

2009

VENTRICULAR DYSFUNCTION AND NUMBER OF NON COMPACTED SEGMENTS IN NON COMPACTION: NON-INDEPENDENT PREDICTORS BACKGROUND: Isolated ventricular noncompaction (IVNC) is characterized by multiple prominent trabeculations and deep intertrabecular recesses. Some reports prove that the chronic heart failure may occur in approximately half of the patients. In this report we investigate the correlation between the number of non compacted segments and entity of systolic dysfunction from the registry and subregistries of the SIEC. METHOD: To identify the correlation between ventricular dysfunction and number of segments involved in non compaction we evaluated a consecutive series of 238 patients affecte…

VENTRICULAR DYSFUNCTION AND NUMBER OF NON COMPACTED SEGMENTS IN NON COMPACTION: NON-INDEPENDENT PREDICTORS
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Testing Soil Encasing Materials for Measuring Hydraulic Conductivity of a Sandy-Loam Soil by the Cube Methods

2008

The Cube Method (CM) and the Modified Cube Method (MCM) were developed for measuring vertical (K v ) and horizontal (K h ) saturated hydraulic conductivity of a single soil sample. By these methods, a cube of soil is carved out in situ and a suitable material is applied to enclose the cube in a tightly fitting casing before moving the sample to the laboratory. Problems may be associated with the use of gypsum, originally used to encase soil. The suitability of molten wax and expandable polyurethane foam to encase a soil cube was tested for a sandy-loam soil. Wax-treated samples yielded lower conductivity results than untreated samples by a maximum factor of 3.7. The observed discrepancies w…

WaxMaterials scienceGypsumSoil testSoil ScienceMineralogyConductivityengineering.materialSoil compaction (agriculture)Hydraulic conductivityLoamvisual_artvisual_art.visual_art_mediumengineeringSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliSaturated soil hydraulic conductivity cube methods expandable polyurethane foamComposite materialCasingSoil Science Society of America Journal
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Thermo-mechanical volume change behaviour of Opalinus Clay

2016

The paper examines the thermo-mechanical volume change behaviour of Opalinus Clay in relation to different stress conditions and overconsolidation ratio (OCR) values and evaluates the impact of temperature on some hydro-mechanical properties of this material. To this aim, a focused experimental campaign consisting in high-temperature/high-pressure oedometric tests has been carried out. The results show that the thermo-mechanical volume change behaviour of Opalinus Clay is heavily affected by the OCR: thermal expansion is found when the heating is carried out at high OCR, whereas irreversible thermal compaction is observed when heat is applied at a vertical effective stress that is sufficien…

Yield (engineering)Materials scienceConsolidation (soil)Settore ICAR/07 - GeotecnicaEffective stressGeo-energy0211 other engineering and technologiesCompactionModulus02 engineering and technology010502 geochemistry & geophysicsShaleGeotechnical Engineering and Engineering Geology01 natural sciencesThermal expansionThermo-mechanical behaviourThermalShalesCompressibilityGeotechnical engineeringOpalinus ClayNuclear waste storage021101 geological & geomatics engineering0105 earth and related environmental sciences
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