Measurement of the air permeability profile on SC paper machine

Tämän diplomityön tarkoituksena oli asentaa ja kehittää UPM-Kymmene Rauman tehtaiden PK2:lle luotettava ja toimiva ilmanläpäisyprofiilin mittaus. Työn tarkoituksena oli myös kartoittaa tietoja ilmanläpäisyprofiiliin vaikuttavista seikoista sekä mahdollisuuksista säätää ilmanläpäisyprofiilia. Lisäksi työn tavoitteena oli löytää toimiva menetelmä verrata online mitattua ilmanläpäisyprofiilia laboratoriossa mitattuun ilmanläpäisyprofiiliin online mittauksen luotettavuuden näkökulmasta. Työn aikana selvitettiin myös ilmanläpäisyprofiilin mittauksen mahdollisuutta superkalanteroidusta SC paperista. Työn kirjallisessa osassa käsiteltiin paperin huokoisuutta ja ilmanläpäisyä, huokoisuustasoon ja huokoisuus profiiliin vaikuttavia tekijöitä, ilmanläpäisevyyden merkitystä SC paperin valmistukselle ja SC paperin painettavuudelle sekä ilmanläpäisevyyden laboratorio- sekä online mittausta. Kirjallisessa osassa käsiteltiin myös Honeywellin uutta Poros ilmanläpäisysensoria. Työn kokeellisessa osassa tutkittiin ilmanläpäisyprofiilimittauksen luotettavuutta CD ja MD suunnassa sekä laboratorio- ja online-mittausten välisiä eroavaisuuksia ennen PK2 uusintaa. PK2 uusinnan jälkeen kokeellisessa osassa keskityttiin luotettavuuden varmentamiseen CD ja MD suunnassa sekä kartoittamaan tekijöitä, jotka aiheuttivat pieniä tasoeroja mittausten välillä. Mittaukset todettiin luotettaviksi ja niiden pohjalta suoritettiin mitattujen online profiilien välisiä vertailuja. Ilmanläpäisyprofiililla todettiin olevan positiivinen korrelaatio neliömassaprofiilin ja kosteusprofiilin kanssa sekä negatiivinen korrelaatio tuhkaprofiilin kanssa. PK2 uusinnan yhteydessä tehtiin koeajoja, jotka liittyivät laadunoptimointiin viira- ja puristinosalla. Koeajoissa tutkittujen asioiden lisäksi tutkittiin muutettujen parametrien vaikutusta ilmanläpäisyprofiiliin. Höyrylaatikon vaikutusta ilmanläpäisyprofiiliin tutkittiin säätöjen virityksen yhteydessä.

Establishment of a preconditioning regime for air permeability and sorptivity of alkali-activated slag concrete

This study reports an experimental investigation designed to assess the influence of near-surface moisture contents on permeation properties of alkali-activated slag concrete (AASC). Five different drying periods (5, 10, 15, 20 and 25 days) and three AASC and normal concretes with compressive strength grades ranging from C30 to C60 were considered. Assessment of moisture distribution was
achieved using 100 mm diameter cores with drilled cavities. Results indicate that air permeability of AASC is very sensitive to the moisture content and its spatial distribution, especially at relative humidity above 65%. To control the influence of moisture on permeation testing, the recommendation of this paper is that AASC specimens should be dried in controlled conditions at 40 C for 10 days prior to testing. It was also concluded from this study that AASC tends to perform less well, in terms of air permeability and sorptivity, than normal concrete for a given strength grade. This conclusion reinforces the need to further examine AASC properties prior to its widespread practical use.

Concrete Pavement Mixture Design and Analysis (MDA): Evaluation of the Fresh and Hardened Properties of Concrete Mixtures Containing Permeability-Reducing Admixtures to Develop Standard Test Protocol, 2014

Concrete durability may be considered as the ability to maintain serviceability over the design life without significant deterioration, and is generally a direct function of the mixture permeability. Therefore, reducing permeability will improve the potential durability of a given mixture and, in turn, improve the serviceability and longevity of the structure. Given the importance of this property, engineers often look for methods that can decrease permeability. One approach is to add chemical compounds known as integral waterproofing admixtures or permeability-reducing admixtures, which help fill and block capillary pores in the paste. Currently, there are no standard approaches to evaluate the effectiveness of permeability-reducing admixtures or to compare different products in the US. A review of manufacturers’ data sheets shows that a wide range of test methods have been used, and rarely are the same tests used on more than one product. This study investigated the fresh and hardened properties of mixtures containing commercially available hydrophilic and hydrophobic types of permeability-reducing admixtures. The aim was to develop a standard test protocol that would help owners, engineers, and specifiers compare different products and to evaluate their effects on concrete mixtures that may be exposed to hydrostatic or non-hydrostatic pressure. In this experimental program, 11 concrete mixtures were prepared with a fixed water-to-cement ratio and cement content. One plain mixture was prepared as a reference, 5 mixtures were prepared using the recommended dosage of the different permeability-reducing admixtures, and 5 mixtures were prepared using double the recommended dosage. Slump, air content, setting time, compressive and flexural strength, shrinkage, and durability indicating tests including electrical resistivity, rapid chloride penetration, air permeability, permeable voids, and sorptivity tests were conducted at various ages. The data are presented and recommendations for a testing protocol are provided.

Influences of surface and solvent on retention of HEMA/mixture components after evaporation

Objectives: This study examined the retention of solvents within experimental HEMA/solvent primers after two conditions for solvent evaporation: from a free surface or from dentine surface. Methods: Experimental primers were prepared by mixing 35% HEMA with 65% water, methanol, ethanol or acetone (v/v). Aliquots of each primer (50 mu l) were placed on glass wells or they were applied to the surface of acid-etched dentine cubes (2 mm x 2 mm x 2 mm) (n = 5). For both conditions (i.e. from free surface or dentine cubes), change in primers mass due to solvent evaporation was gravimetrically measured for 10 min at 51% RH and 21 degrees C. The rate of solvent evaporation was calculated as a function of loss of primers mass (%) over time. Data were analysed by two-way ANOVA and Student-Newman-Keuls (p < 0.05). Results: There were significant differences between solvent retention(%) and evaporation rate (%/min) depending on the solvent present in the primer and the condition for evaporation (from free surface or dentine cubes) (p < 0.05). For both conditions, the greatest amount of retained solvent was observed for HEMA/water primer. The rate of solvent evaporation for HEMA/acetone primer was almost 2- to 10-times higher than for HEMA/water primer depending whether evaporation occurred, respectively, from a free surface or dentine cubes. The rate of solvent evaporation varied with time, being in general highest at the earliest periods. Conclusions: The rate of solvent evaporation and its retention into HEMA/solvent primers was influenced by the type of the solvent and condition allowed for their evaporation. (C) 2009 Elsevier Ltd. All rights reserved.

Numerical Evaluation of Ventilation Performance in Children Day Care Centres

Modelling of ventilation is strongly dependent on the physical characteristics of the building of which precise evaluation is a complex and time consuming task. In the frame of a research project, two children day care centres (CDCC) have been selected in order to measure the envelope air permeability, the flow rate of mechanical ventilation systems and indoor and outdoor temperature. The data obtained was used as input to the computer code CONTAM for ventilation simulations. The results obtained were compared with direct measurements of ventilation flow from short term measurements with CO2 tracer gas and medium term measurements with perfluorocarbon tracer (PFT) gas decay method. After validation, in order to analyse the main parameters that affect ventilation, the model was used to predict the ventilation rates for a wide range of conditions. The purpose of this assessment was to find the best practices to improve natural ventilation. A simple analytical method to predict the ventilation flow rate of rooms is also presented. The method is based on the estimation of wind effect on the room through the evaluation of an average factor and on the assessment of relevant cross section of gaps and openings combined in series or in parallel. It is shown that it may be applied with acceptable accuracy for this type of buildings when ventilation is due essentially to wind action.

Aeration condition of a clayey oxisol under long-term no-tillage

The hypothesis of this study was that the absence of soil tillage in long-term no-tillage (NT) systems can be detrimental to soil aeration. The objective was to assess the aeration condition of an Oxisol (Rhodic Ferrasol), very clayey texture (750 g kg-1 of clay; 200 g kg-1 of sand), after 30 years of cultivation under NT. The physical property soil air permeability (Ka) is sensitive to changes in the soil pore system. Aside from Ka, the air-filled porosity (ε a) and indices of pore continuity (K1 and N), derived from the relationship between Ka and εa, were used as indices of soil aeration. From the soil layers 0.0-0.1 and 0.1-0.2 m, 240 undisturbed samples were collected along a transect perpendicular to the crop rows, at three sampling positions: corn plant row (CR); center of the interrow (INT); and the equidistant point between CR and INT (PE). The properties Ka and εa were determined at soil matric potentials (Ψm) of -2, -4, -6, -10, -30, and -50 kPa. Soil bulk density (BD) was also determined. The results confirmed the hypothesis. In the 0.0-0.1 m layer, Ka, K1, N and Ψa were significantly greater and BD significantly lower in CR than at the other sampling positions. At a Ψm of -10 kPa, the Ka of CR was 6.9 and 8.4 times higher than in PE and INT, respectively, in the 0.0-0.1 m layer. The properties Ka, K1 and N were sensitive enough to detect changes in the pore system and their differences between the sampling positions demonstrated the importance of the spatial location for soil sampling. Tilling the crop rows provides better soil aeration under NT.

Optimizing Cementious Content in Concrete Mixtures for Required Performance Final Report, January 2012

This research investigated the effects of changing the cementitious content required at a given water-to-cement ratio (w/c) on workability, strength, and durability of a concrete mixture. An experimental program was conducted in which 64 concrete mixtures with w/c ranging between 0.35 and 0.50, cementitious content ranging from 400 to 700 per cubic yard (pcy), and containing four different supplementary cementitious material (SCM) combinations were tested. The fine-aggregate to total-aggregate ratio was fixed at 0.42 and the void content of combined aggregates was held constant for all the mixtures. Fresh (i.e., slump, unit weight, air content, and setting time) and hardened properties (i.e., compressive strength, chloride penetrability, and air permeability) were determined. The hypothesis behind this study is that when other parameters are kept constant, concrete properties such as strength, chloride penetration, and air permeability will not be improved significantly by increasing the cement after a minimum cement content is used. The study found that about 1.5 times more paste is required than voids between the aggregates to obtain a minimum workability. Below this value, water-reducing admixtures are of no benefit. Increasing paste thereafter increased workability. In addition, for a given w/c, increasing cementitious content does not significantly improve compressive strength once the critical minimum has been provided. The critical value is about twice the voids content of the aggregate system. Finally, for a given w/c, increasing paste content increases chloride penetrability and air permeability.

Optimizing Cementitious Content in Concrete Mixtures for Required Performance Final Report, January 2012

This research investigated the effects of changing the cementitious content required at a given water-to-cement ratio (w/c) on workability, strength, and durability of a concrete mixture. An experimental program was conducted in which 64 concrete mixtures with w/c ranging between 0.35 and 0.50, cementitious content ranging from 400 to 700 per cubic yard (pcy), and containing four different supplementary cementitious material (SCM) combinations were tested. The fine-aggregate to total-aggregate ratio was fixed at 0.42 and the void content of combined aggregates was held constant for all the mixtures. Fresh (i.e., slump, unit weight, air content, and setting time) and hardened properties (i.e., compressive strength, chloride penetrability, and air permeability) were determined. The hypothesis behind this study is that when other parameters are kept constant, concrete properties such as strength, chloride penetration, and air permeability will not be improved significantly by increasing the cement after a minimum cement content is used. The study found that about 1.5 times more paste is required than voids between the aggregates to obtain a minimum workability. Below this value, water-reducing admixtures are of no benefit. Increasing paste thereafter increased workability. In addition, for a given w/c, increasing cementitious content does not significantly improve compressive strength once the critical minimum has been provided. The critical value is about twice the voids content of the aggregate system. Finally, for a given w/c, increasing paste content increases chloride penetrability and air permeability.

PulpExpert-massa-analysaattorin arkinmuodostus

Laboratoriossa tutkittiin rainaussakeuden ja neliömassan vaikutusta formaatioon ja muiden paperin ominaisuuksien hajontoihin sakeusalueella 0,036 %- 0,067 % ja neliömassa-alueella 65 g/m2- 125 g/m2. Havaittiin, että rainaussakeudella oli vaikutusta vain mäntysellusta valmistettujen arkkien formaatioon. Neliömassan noustessa kaikista tutkituista massoista valmistettujen arkkien formaatiot huononivat. Pulseeraus tai alipaine vedenpoiston aikana ei parantanut Turbulence Pulse Sheet Former-laitteella valmistettujen kuumahierrearkkien formaatiota. Kahdella koelaitteella tehtiin sakeusajo, toistokoe ja vuorottelukoe. Laite A mittasi tiettyihin sakeuksiin valmistettujen massojen sakeudet tarkasti. Laitteen B sakeusmittauksessa havaittiin säännöllinen poikkeama. Toistokokeen tuloksista tarkasteltiin mitattujen arvojen hajontoja, laitteiden massanerotuskykyä ja arkkien formaatiota. Laite A teki silmämääräisesti tasaisempia arkkeja, mutta niiden formaatio oli huonompi. Laitteella A saavutettiin pienemmät näytepisteiden sisäiset hajonnat repäisylujuusmittauksessa ja laitteella B vaaleuden mittauksessa. Laite A erotteli massat paremmin vaaleusmittauksessa ja laite B ilmanläpäisevyyden mittauksessa. Vuorottelukokeessa havaittiin, ettei massojen nopea vuorottelu kasvata olennaisesti mittaustuloksien hajontoja.

Reduction of specific energy consumption of a thermomechanical pulping plant

Kuumahiertoprosessi on erittäin energiaintensiivinen prosessi, jonka energianominaiskulutus (EOK) on yleisesti 2–3.5 MWh/bdt. Noin 93 % energiasta kuluu jauhatuksessa jakautuen niin, että kaksi kolmasosaa kuluu päälinjan ja yksi kolmasosa rejektijauhatuksessa. Siksi myös tämän työn tavoite asetettiin vähentämään energian kulutusta juuri pää- ja rejektijauhatuksessa. Päälinjan jauhatuksessa tutkimuskohteiksi valittiin terityksen, tehojaon ja tuotantotason vaikutus EOK:een. Rejektijauhatuksen tehostamiseen pyrittiin yrittämällä vähentää rejektivirtaamaa painelajittelun keinoin. Koska TMP3 laitoksen jauhatuskapasiteettia on nostettu 25 %, tavoite oli nostaa päälinjan lajittelun kapasiteettia saman verran. Toisena tavoitteena oli pienentää rejektisuhdetta pää- ja rejektilajittelussa ja siten vähentää energiankulutusta rejektijauhatuksessa. Näitä tavoitteita lähestyttiin vaihtamalla päälinjan lajittimiin TamScreen-roottorit ja rejektilajittimiin Metso ProFoil-roottorit ja optimoimalla kuitufraktiot sihtirumpu- ja prosessiparametrimuutoksin. Syöttävällä terätyypillä pystyttiin vähentämään EOK:ta 100 kWh/bdt, mutta korkeampi jauhatusintensiteetti johti myös alempiin lujuusominaisuuksiin, korkeampaan ilmanläpäisyyn ja korkeampaan opasiteettiin. Myös tehojaolla voitiin vaikuttaa EOK:een. Kun ensimmäisen vaiheen jauhinta kuormitettiin enemmän, saavutettiin korkeimmillaan 70 kWh/bdt EOK-vähennys. Tuotantotason mittaamisongelmat heikensivät tuotantotasokoeajojen tuloksia siinä määrin, että näiden tulosten perusteella ei voida päätellä, onko EOK tuotantotasoriippuvainen vai ei. Päälinjan lajittelun kapasiteettia pystyttiin nostamaan TS-roottorilla vain 18 % jääden hieman tavoitetasosta. Rejektilajittelussa pystyttiin vähentämään rejektimäärää huomattavasti Metso ProFoil-roottorilla sekä sihtirumpu- ja prosessiparametrimuutoksin. Lajittamokehityksellä saavutettu EOK-vähennys arvioitiin massarejektisuhteen pienentymisen ja rejektijauhatuksessa käytetyn EOK:n avulla olevan noin 130 kWh/bdt. Yhteenvetona voidaan todeta, että tavoite 300 kWh/bdt EOK-vähennyksestä voidaan saavuttaa työssä käytetyillä tavoilla, mikäli niiden täysi potentiaali hyödynnetään tuotannossa.

Rasvankestävät paperit ja kartongit

Rasvankestävyydellä tarkoitetaan sitä, että materiaali hylkii tai kestää rasvaa tietyn ajan läpäisemättä sen pintaa. Rasvankestäviä papereita ja kartonkeja löytyy kaikkialta. Erilaiset ruuanvalmistuspaperit, kuten esimerkiksi leivinpaperi ja voipaperi, ovat rasvankestäviä. Myös pakkauksissa käytetään paljon rasvankestäviä papereita ja kartonkeja. Rasvankestäviltä tuotteilta vaaditaan erilaisia ominaisuuksia riippuen niiden käyttötarkoituksesta. Pakkausmateriaaleilta vaaditaan esimerkiksi lujuutta ja kestävyyttä fyysistä rasitusta, valoa, hajuja ja mikrobeja vastaan. Ruuanvalmistusmateriaaleilta vaaditaan puolestaan lujuutta ja kestävyyttä lämpöä, kosteutta ja fyysistä rasitusta vastaan. Rasvankestäviltä papereilta vaaditaan rasvankestävyyden lisäksi hyvää vetolujuutta, märkälujuutta ja hyviä optisia ominaisuuksia. Neliömassan tulee asettua 20─80 g/m2 välille ja metallipitoisuudet eivät saa olla liian korkeat. Myös tuotteiden kierrätettävyys on nostanut asemaansa viimeaikoina. Tuotteen tuotannon ja itse tuotteen ympäristöystävällisyys ovat todella arvostettuja kuluttajan, tuottajan, Suomen, EU:n ja koko maailman näkökulmista. Jotta tuotteesta saadaan rasvankestävää, vaaditaan siltä erilaisia barrier-ominaisuuksia. Rasvankestävällä paperilla vaaditaan hyviä barrier-ominaisuuksia esimerkiksi rasvan, ilman, veden, vesihöyryn sekä hapen läpäisevyyksissä. Rasvankestäviä papereita ja kartonkeja voidaan valmistaa kemiallisilla ja mekaanisilla tavoilla. Happokäsittely ja fluorokemikaalien lisääminen ovat kemiallisia tapoja, kun taas sellun jauhaminen pitkään matalassa lämpötilassa on mekaaninen tapa valmistaa rasvankestävää paperia. Näiden tapojen lisäksi rasvankestäviä papereita voidaan tehdä erilaisten pinnoitusten avulla. Erilaiset muovit ovat yleisemmin käytettyjä pinnoitemateriaaleja. Esimerkiksi PE- ja PET-päällysteet ovat käytettyjä rasvankestävissä tuotteissa. Viime aikoina on kehitetty paljon erilaisia biomateriaaleja, joista voidaan tehdä rasvankestävä pinnoite. Lipideistä, hydrokolloideista ja erilaisista komposiiteista voidaan luoda uusien tekniikoiden avulla rasvankestäviä pinnoitteita. Rasvankestävyydestä voidaan saada jonkinlainen käsitys WVTR-asteen, Cobb-arvon ja kontaktikulman mittausten avulla. Rasvankestävyyttä voidaan myös mitata erilaisten standarditestien avulla. TAPPI:lla, ISO:lla ja ASTM:llä on useita erilaisia standardeja. Lähes kaikissa rasvankestävyysstandardeissa tuloksen saaminen perustuu visuaaliseen havaintoon, mikä aiheuttaa välillä hankaluuksia tulosten luotettavuuteen, koska tuloksen määrittää ihmissilmä, ja kaikilla testin tekijöillä on erilainen silmä, joka aistii eri tavalla.

EPDM/CIIR Blends: Compatibility, Morphology and Physical Properties

A detailed study of the blends of ethylene-propylene-diene rubber (EPDM) and chlorobutyl rubber (CIIR) is proposed in this study. These blends may find application in the manufacture of curing diaphragms/curing envelopes for tire curing applications. EPDM possesses better physical properties such as high heat resistance, ozone resistance, cold and moisture resistance, high resistance to permanent defonnation, very good resistance to flex cracking and impact. Because of the low gas and moisture penneability, good weathering resistance and high thermal stability of CIIR, blends of EPDM with CIlR may be attractive, if sufficient mechanical strength can be developed. Although a lot of work has been done on elastomer blends, studies on the blends of EPDM and CIIR rubbers are meagre. Hence in this investigation it is proposed to make a systematic study on the characteristics of EPDM and CIIR rubber blends.The mechanical and physical properties of an elastomer blend depend mainly on the blend compatibility. So in the first part of the study, it is proposed to develop compatible blends of EPDM with CIIR. Various commercial grades of ethylenepropylene- diene rubber are proposed to be blended with a specific grade of chlorobutyl rubber at varying proportions. The extent of compatibility in these blends is proposed to be evaluated based on their mechanical properties such as tensile strength, tear strength and ageing resistance. In addition to the physical property measurements, blend compatibility is also proposed to be studied based on the glass transition behavlour of the blends in relation to the Tg's of the individual components using Differential Scanning Calorimetry (DSC) and Dynamic Mechanical Analysis (DMA). The phase morphology of the blends is also proposed to be investigated by Scanning Electron Microscopy (SEM) studies of the tensile fracture surfaces. In the case of incompatible blends, the effect of addition of chlorosulfonated polyethylene as a compatibiliser is also proposed to be investigated.In the second part of the study, the effect of sulphur curing and resin curing on the curing behaviour and the vulcanizate properties of EPDM/CIIR blends are planned to be evaluated. Since the properties of rubber vulcanizates are determined by their network structures, it is proposed to determine the network structure of the vulcanizates by chemical probes so as to correlate it with the mechanical properties.In the third part of the work, the effect of partial precuring of one of the components prior to blending as a possible means of improving the properties of the blend is proposed to be investigated. This procedure may also help to bring down the viscosity mismatch between the constituent e1astomers and provide covulcanization of the blend.The rheological characteristics and processability of the blends are proposed to be investigated in the last part of the study. To explore their possible applications, the air permeability of the blend samples at varying temperatures is proposed to be measured. The thermal diffusivity behaviour of EPDM/CIlR blends is also proposed to be investigated using novel laser technique. The thermal diffusivity of the blends along with the thermal degradation resistance may help to determine whether the blends are suitable for high temperature applications such as in the manufacturing of curing envelope.

Effects of natural weathering on microstructure and mineral composition of cementitious roofing tiles reinforced with fique fibre

The objective of the present work was to evaluate the effects of 14 years of weathering exposition on the microstructure and mineral composition of cementitious roofing tiles, still in service, reinforced with fique fibres (Furcrae gender). The results show that tiles under weathering exposition presented higher water absorption and apparent void volume than tiles under laboratory exposition. The continuous hydration of cement and natural carbonation filled the smaller pores but contrarily the large pores remained in the porous fibre to matrix interface in the samples exposed to weathering. On the other hand, their microstructure presented lower air permeability than samples aged in the internal environment of the laboratory. Besides, in the weathering aged tiles takes place a more intensive hydration process as it was identified greater amount of hydrated phases than in the laboratory aged specimens. The present results contribute to understanding the consequences of tropical weathering on the fibre-cement degradation. (C) 2010 Elsevier Ltd. All rights reserved.

Qualidade física de um latossolo vermelho sob plantio direto submetido à descompactação mecânica e biológica

A escarificação e o uso de plantas de cobertura de inverno têm sido adotados para promover a melhoria dos atributos físicos do solo relacionados à aeração. O objetivo deste trabalho foi verificar o efeito das plantas de cobertura de inverno e escarificação nas propriedades físicas de um Latossolo Vermelho distrófico, textura argilosa, após 16 anos em sistema plantio direto. Os tratamentos foram realizados em maio de 2009 e consistiram de: plantio direto (PD), plantio direto com escarificação mecânica a 0,25 m (PD-E) e plantio direto com descompactação biológica por meio da cultura do nabo forrageiro (PD-B). O delineamento experimental foi em blocos ao acaso com quatro repetições, totalizando 12 unidades experimentais. Dezoito meses após a aplicação dos tratamentos, foram coletadas amostras indeformadas de solo em cada unidade experimental, em cinco camadas: 0,0-0,1; 0,1-0,2; 0,2-0,3; 0,3-0,4; e 0,4-0,5 m. Foram avaliados os atributos físicos do solo: porosidade, densidade do solo (Ds), permeabilidade ao ar (Ka) e índices de continuidade de poros. A Ka foi medida por meio de um permeâmetro de carga constante de ar em nove potenciais mátricos (ψm): -0,5; -1; -2; -3; -5; -7; -10; -50; e -100 kPa. Os resultados indicam que os atributos físicos do solo avaliados não foram alterados pelo uso de plantas de cobertura e escarificação. Por outro lado, houve diferenças entre camadas de solo, principalmente entre 0,0-0,1 e 0,1-0,2 m. Na camada de 0,1-0,2 m, a Ds foi maior e a porosidade total e Ka (ψm = -5 kPa) foram menores do que na camada de 0,0-0,1 m. No PD-E, verificou-se que a macroporosidade foi maior na camada de 0,0-0,1 m em comparação com os outros tratamentos. Os resultados sugerem que o solo estudado submetido aos tratamentos de descompactação, após 18 meses, retornou a valores semelhantes aos da testemunha.

Resiliência física de dois latossolos vermelhos sob plantio direto

A resiliência física de solos é proveniente de processos regenerativos que incluem ciclos de umedecimento e secamento, congelamento e descongelamento, assim como as atividades biológicas. Este estudo testou a hipótese de que as propriedades físicas do solo, como a permeabilidade do solo ao ar, densidade do solo, porosidade de aeração e porosidade total, são indicadores físicos eficientes para quantificar a resiliência de solos de diferentes texturas submetidos ao estresse mecânico (compactação) e após subsequentes ciclos de umedecimento e secamento. O objetivo foi avaliar o comportamento e a resiliência do solo por meio de propriedades físicas de dois Latossolos Vermelhos. Foram retiradas 25 amostras indeformadas (0,00-0,05 m) de dois solos: solo I, com textura argilosa, e solo II, com textura franco-argilo-arenosa, realizando as determinações das propriedades físicas nos tratamentos: antes da compactação (A), depois da compactação (C0) e após ciclos de umedecimento e secamento (C1, C2, C3 e C4). As propriedades densidade do solo e porosidade total não apresentaram recuperação da condição inicial após a compactação nos solos I e II; as propriedades conteúdo volumétrico de água e porosidade de aeração mostraram recuperação parcial apenas no solo I; e a permeabilidade do solo ao ar foi a propriedade que apresentou a melhor recuperação e a maior resiliência. Em relação ao distinto comportamento dos dois solos, observou-se que o solo I foi mais resiliente que o solo II nas propriedades que apresentaram recuperação.