Tesis sobre el tema "Portland cement concrete pavement"
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Khoury, Issam S. "Impact of Base Stiffness on Portland Cement Concrete Pavement". Ohio University / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1448963853.
Texto completoBermel, Bethany Noel. "Feasibility of reclaimed asphalt pavement as aggregate in Portland cement concrete pavement". Thesis, Montana State University, 2011. http://etd.lib.montana.edu/etd/2011/bermel/BermelB0811.pdf.
Texto completoPriddy, Lucy Phillips. "Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs". Diss., Virginia Tech, 2014. http://hdl.handle.net/10919/56952.
Texto completoPh. D.
Mohi, Amal A. "Performance Evaluation of Pavement Markings on Portland Cement Concrete Bridge Decks". University of Akron / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=akron1238350586.
Texto completoVon, Handorf Jeffrey J. "Pavement response to environmental factors". Ohio : Ohio University, 1997. http://www.ohiolink.edu/etd/view.cgi?ohiou1185207632.
Texto completoVidalis, Sofia Margarita. "Relation between cost, quality, and risk in Portland Cement Concrete pavement construction". [Gainesville, Fla.] : University of Florida, 2005. http://purl.fcla.edu/fcla/etd/UFE0013025.
Texto completoWaters, Tenli. "Typical and Darkened Portland Cement Concrete Pavement: Temperature, Moisture, and Roughness Analyses". BYU ScholarsArchive, 2016. https://scholarsarchive.byu.edu/etd/6091.
Texto completoMann, Travis Aaron. "GROUT IMPREGNATION OF PRE-PLACED RECYCLED CONCRETE PAVEMENT (RCP) FOR RAPID REPAIR OF DETERIORATED PORTLAND CEMENT CONCRETE AIRFIELD PAVEMENTS". MSSTATE, 2006. http://sun.library.msstate.edu/ETD-db/theses/available/etd-11092006-130114/.
Texto completoMorrison, Jill A. "Effects of slab Shape and load transfer Mechanisms on Portland cement concrete pavement". Ohio University / OhioLINK, 2005. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1177012605.
Texto completoBallock, Craig. "CONSTRUCTION SPECIFICATIONS AND ANALYSIS OF REHABILITATION TECHNIQUES OF PERVIOUS CONCRETE PAVEMENT". Master's thesis, University of Central Florida, 2007. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/2772.
Texto completoM.S.
Department of Civil and Environmental Engineering
Engineering and Computer Science
Civil Engineering MS
Wilde, William James. "Life cycle cost analysis of Portland cement concrete pavements /". Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.
Texto completoFahmy, Michel Ramsis. "Finite element modeling of dowel jointed plain concrete pavement response to thermal and moving traffic loads". Morgantown, W. Va. : [West Virginia University Libraries], 2000. http://etd.wvu.edu/templates/showETD.cfm?recnum=1582.
Texto completoTitle from document title page. Document formatted into pages; contains xvi, 228 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 217-227).
Phillips, Jason B. "Pervious concrete paste composition a thesis presented to the faculty of the Graduate School, Tennessee Technological University /". Click to access online, 2009. http://proquest.umi.com/pqdweb?index=17&sid=1&srchmode=1&vinst=PROD&fmt=6&startpage=-1&clientid=28564&vname=PQD&RQT=309&did=1759989161&scaling=FULL&ts=1250626528&vtype=PQD&rqt=309&TS=1250626549&clientId=28564.
Texto completoBrown, Ashley Vannoy. "Cement Stabilization of Aggregate Base Materials Blended with Reclaimed Asphalt Pavement". Diss., CLICK HERE for online access, 2006. http://contentdm.lib.byu.edu/ETD/image/etd1314.pdf.
Texto completoTabbert, Toni Raenette. "Verification of the whitetopping thickness design procedure for asphalt concrete overlaid Portland cement concrete pavements". [Ames, Iowa : Iowa State University], 2006.
Buscar texto completoShanmugam, Harini. "Assessment and mitigation of potential environmental impacts of Portland Cement Concrete highway grindings". Online access for everyone, 2004. http://www.dissertations.wsu.edu/Thesis/Fall2004/h%5Fshanmugam%5F121304.pdf.
Texto completoScabello, Daniel Torres. "Estudo sobre a aplicabilidade do processo de inventário funcional de pavimentos rígidos com o emprego do equipamento Pavement Scanner e validação de resultados". Universidade de São Paulo, 2018. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-16072018-084749/.
Texto completoThe management of a road network encompasses constant assessments of structural conditions and, above all, functional conditions. Thus, a form of automated survey, carried out at traffic speeds, in which human influence can be unconsidered, is under development in Brazilian road engineering, as it is seen internationally. This present work aims to contribute to the process of functional assessment of pavements through the study of applicability of the functional inventory process of rigid pavements with the use of Pavement Scanner equipment. In order to do so, after the literature review of rigid pavement inventory and Pavement Scanner equipment, test sections were defined and evaluated according to the traditional method of surface survey (ICP - DNIT 062 / PRO, DNIT 060 / PRO), the traditional sand patch volumetric method for the evaluation of macrotexture (ASTM E 965/96), through imaging analysis from the test sections and under the use of Pavement Scanner equipment. With the results, a statistical analysis of these techniques were performed, demonstrating the feasibility of using the equipment and the analysis procedure adopted.
ADRESI, MOSTAFA. "Concrete pavement prediction life model based on electrical response of concrete-CNTs sensors under fatigue loading". Doctoral thesis, Politecnico di Torino, 2017. http://hdl.handle.net/11583/2687875.
Texto completoSweet, Joseph G. "Vertical stiffness characterization of a geocomposite drainage layer for PCC highway pavements". Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=4268.
Texto completoTitle from document title page. Document formatted into pages; contains xiii, 171 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 152-154).
Akentuna, Moses. "CHARACTERIZATION OF RECYCLED CONCRETE AGGREGATES (RCA) FROM AN OLD FOUNDATION STRUCTURE FOR ROAD PAVEMENT WORKS". OpenSIUC, 2013. https://opensiuc.lib.siu.edu/theses/1207.
Texto completoCannady, Kristina M. "Effect of Larger Sized Coarse Aggregates and Microsilica on Environmental Properties of Portland Cement Concrete Pavements and Structures". University of Cincinnati / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1245250956.
Texto completoGoldsberry, Benjamin M. "Thermal effect curling of concrete pavements on U.S. 23 test road (DEL 23-17.28". Ohio : Ohio University, 1998. http://www.ohiolink.edu/etd/view.cgi?ohiou1176832475.
Texto completoBarbosa, Junior Alvaro Sergio. "Estudo da utilização de agregado reciclado em misturas de concreto de cimento Portland para pavimentação". [s.n.], 2008. http://repositorio.unicamp.br/jspui/handle/REPOSIP/258684.
Texto completoDissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo
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Resumo: O objetivo da presente pesquisa e apresentar uma contribuição ao estudo da utilização de agregados reciclados em misturas de concreto de cimento Portland (CCP) para pavimentação. São comparados os desempenhos de misturas utilizando-se agregados oriundos do gnaisse e também do entulho de laboratórios de controle tecnológico, para avaliar o potencial de sua utilização, minimizando a sua problemática deposição em aterros sanitários, contribuindo dessa maneira para a preservação do meio ambiente. Os agregados originados pela moagem desses entulhos serão estudados separadamente, ou seja, os provenientes de corpos de prova de concreto, de blocos de concreto e blocos de materiais cerâmicos. Pretende-se conhecer o potencial de utilização desse material reciclado como agregado contribuindo para a preservação do meio ambiente. E importante enfatizar que este material e de boa qualidade e tem sido usualmente descartado, ou melhor, desperdiçado. Este trabalho avalia os resultados levando em conta a sua seleção, dosagem e mistura, de maneira a atender as propriedades necessárias para a pavimentação
Abstract: The objective of this research is to contribute to the study of the recycled aggregate use in concrete Portland. It is compared the performance of these mixtures presented with the deriving aggregates and the rubbish of technological control laboratories, which the use minimizes the problematic deposition in sanitary earthworks, contributing in this way to the environment's preservation. The aggregates originated for the milling of these tested specimens will be studied separately, in other words, the preceding from specimens of concrete test, of concrete blocks and ceramic materials. In this research is studied the potential use of these recycled materials as aggregate contributing for the environment preservation. It is important to emphasize that this material presents good quality and is usually discarded or wasted. This paper evaluates the results taking into account the selection and mixing for the adequate pavement properties.
Mestrado
Transportes
Mestre em Engenharia Civil
Dye, Jeremy Brooks. "Comparison of Winter Temperature Profiles in Asphalt and Concrete Pavements". BYU ScholarsArchive, 2010. https://scholarsarchive.byu.edu/etd/2240.
Texto completoAslantas, Onur. "A Study On Abrasion Resistance Of Concrete Paving Blocks". Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605709/index.pdf.
Texto completoGusmão, Claudia Betine. "Evolução temporal da resistencia mecanica em laboratorio, de misturas simulando a reciclagem de pavimento asfaltico com adição de cimento portland". [s.n.], 2008. http://repositorio.unicamp.br/jspui/handle/REPOSIP/257804.
Texto completoDissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo
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Resumo: O presente trabalho visa estudar o processo de reciclagem de pavimento asfaltico com cimento Portland, atraves da analise de metodo de reciclagem, equipamentos utilizados, procedimentos empregados em campo, alem do estudo das vantagens e desvantagens do uso da reciclagem em pavimentos asfalticos. O trabalho trata ainda de uma forma detalhada o pavimento asfaltico com adicao de cimento Portland, atraves de ensaios tecnologicos simulando em laboratorio, para diferentes dosagens o comportamento mecanico em funcao do tempo do material obtido em campo.
Abstract: This work studies the process of asphalted pavement recycling with cement Portland additive through the analysis of recycling method, equipments and procedures used in the field, in addition to studying the advantages and disadvantages of the use of recycling in asphalted pavement. The work also approaches in detail the recycled asphalt pavement with Portland cement additive, through technological tests through laboratory simulation, to different dosage and the analysis of mechanical behavior through time of that material obtained in field.
Mestrado
Transportes
Mestre em Engenharia Civil
Renzová, Martina. "Prodloužení životnosti cementobetonových krytů". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226449.
Texto completoElgalhud, Abdurrahman Ahmed T. A. "Durability potential of Portland limestone cement concrete". Thesis, University of Birmingham, 2017. http://etheses.bham.ac.uk//id/eprint/7903/.
Texto completoMostafa, Raqibul. "Wideband electromagnetic characterization of Portland cement concrete". Thesis, This resource online, 1995. http://scholar.lib.vt.edu/theses/available/etd-06112009-063132/.
Texto completoWenglas, Lara Gilberto. "Quality evaluation of Portland cement concrete at early age with free-free resonant column". To access this resource online via ProQuest Dissertations and Theses @ UTEP, 2008. http://0-proquest.umi.com.lib.utep.edu/login?COPT=REJTPTU0YmImSU5UPTAmVkVSPTI=&clientId=2515.
Texto completoGouru, Harinath. "Laboratory evaluation of asphalt-portland cement concrete composite". Thesis, This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-12232009-020518/.
Texto completoAl-Ghamdi, Hamed A. "Effect of curing and mix design parameters on durability of Portland cement and Portland cement-silica fume mortars in a hot-marine environment". Thesis, University of Aberdeen, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.301075.
Texto completoTank, Suresh Bhagwanji. "The use of condensed silica fume in Portland cement grouts". Thesis, University College London (University of London), 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.307794.
Texto completoMcCabe, Christopher C. "An investigation into the influence of metakaolin on the properties of concrete". Thesis, Queen's University Belfast, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.247338.
Texto completoMousavi, Marjan. "Life Cycle Assessment of Portland Cement and Concrete Bridge : Concrete Bridge vs. Wooden Bridge". Thesis, KTH, Industriell ekologi, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-122462.
Texto completoIgarashi, Hasegawa Lucia. "Carbonation curing and performance of pervious concrete using Portland limestone cement". Thesis, McGill University, 2011. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=104896.
Texto completoLe béton drainant est un matériau innovant avec plusieurs avantages environnementaux. Des études portant sur les propriétés et la performance du béton drainant au ciment Portland ordinaire (CPO) ont été réalisées internationalement. Le ciment Portland au calcaire (CPC) a fait son arrivée sur le marché canadien récemment et s'avère une option plus écologique que le CPO. Cette thèse explore la possibilité d'utiliser CPC en béton drainant pour obtenir avantages techniques et environnementaux. Une des applications majeures du béton drainant est le pavage. Pour cette raison, c'est important de trouver une façon d'accélérer le processus de durcissement du béton, puisque le temps de construction est l'un des facteurs les plus importants déterminant le coût et l'impact des travaux routiers. Le béton drainant est le matériau idéal à mûrir au carbone de manière faisable. Il est fabriqué sans armature et donc, la réduction du pH du béton résultant du processus de carbonatation n'a aucun impact. De plus, la structure ouverte massive des pores offre une surface plus grande permettant d'optimiser la pénétration de CO₂ au cours du processus de mûrissement. Cette étude a pour but de déterminer l'effet de la carbonatation sur la résistance à jeune âge et la durabilité au gel/dégel du béton drainant fabriqué avec le CPC. Les résultats indiquent que, pour les mêmes conditions, il y a une réduction de la résistance à la compression et une meilleure absorption avec le béton drainant au CPC comparé avec ceux au CPO. L'optimisation du dosage par l'inclusion d'ajouts cimentaires et chimiques, permettrait l'utilisation du CPC pour générer un béton drainant avec des résistances équivalentes au béton drainant au CPO. Le mûrissement au carbone du béton drainant au CPC a augmenté la résistance à la compression à jeune âge, et a maintenu une résistance finale comparable. De plus, le mûrissement au carbone a augmenté la résistance à l'absorption, mais a réduit la résistance aux cycles de gel/dégel en solution saline. Par conséquent, le mûrissement au carbone du béton drainant n'est pas recommandé pour les climats froids.
Al-Akhras, Nabil M. "Characterization and deterioration detection of portland cement concrete using ultrasonic waves". Diss., This resource online, 1995. http://scholar.lib.vt.edu/theses/available/etd-06062008-170019/.
Texto completoLindmark, Sture. "Mechanisms of salt frost scaling of portland cement-bound materials : Studies and hypothesis /". Lund, Sweden : Lund Institute of Technology, Division of Building Materials, 1999. http://www.byggnadsmaterial.lth.se/TVBM-1017.pdf.
Texto completoThomason, James Charles. "Development of high performance structural lightweight Portland cement concrete a thesis presented to the faculty of the Graduate School, Tennessee Technological University /". Click to access online, 2009. http://proquest.umi.com/pqdweb?index=0&did=2000396271&SrchMode=1&sid=2&Fmt=6&VInst=PROD&VType=PQD&RQT=309&VName=PQD&TS=1277495413&clientId=28564.
Texto completoByars, Ewan Alexander. "PFA concrete : strength development and permeation properties". Thesis, University of Dundee, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.343527.
Texto completoRupnow, Tyson David. "Evaluation of laboratory and field techniques to improve portland cement concrete performance". [Ames, Iowa : Iowa State University], 2007.
Buscar texto completoAlzaabi, Aref Alderbas. "Capacitor-Probe Calibration and Optimization for NDE Application to Portland Cement Concrete". Diss., Virginia Tech, 2000. http://hdl.handle.net/10919/28827.
Texto completoPh. D.
Touma, Wissam Elias. "Alkali-silica reaction in Portland cement concrete : testing methods and mitigation alternatives /". Digital version accessible at:, 2000. http://wwwlib.umi.com/cr/utexas/main.
Texto completoRasol, Mezgeen Abdulrahman Rasol. "Development of new GPR methodologies for soil and cement concrete pavement assessment". Doctoral thesis, Universitat Politècnica de Catalunya, 2021. http://hdl.handle.net/10803/671504.
Texto completoEl estudio de la geologia superficial mediante georradar puede proporcionar información acerca de cambios laterales abruptos en el terreno. La localización de estos cambios resulta especialmente útil en los estudios de nanozonificación sísmica, ya que permite determinar a priori los sectores en los que se deben intensificar las medidas. En la tesis se analiza el efecto de los cambios de granulometría yde compactación en los registros de radar de subsuelo. Se observa que una mayor heterogeneidad del terreno produce un incremento del ruido de fondo de la señal ("clutter") debida a la retrodispersión de las ondas. El análisis de la amplitud de la señal incoherente, determinada en cada A-sean mediante el valor promedio obtenido en una cierta ventana temporal, permite obtener gráficas de amplitud de ruido de fondo frente a la posición de la traza en el perfil. Los resultados definen claramente los sectores en los que se incrementa el valor de la amplitud, asociándolos con existencia de materiales heterogéneos en la zona más superficial del subsuelo. Por otro lado, el análisis del contenido frecuencial de la señal de radar recibida presenta cambios bruscos que en algunas ocasiones están relacionados con el aumento de la amplitud de "clutter". Sin embargo, en otras ocasiones no aparecen aunque se registre un aumento del ruido. Para analizar el efecto se realizó un estudio estacional en una zona atravesada por rieras subterráneas, comparando los resultados en la época seca con los resultados en la época de lluvias. En el espacio temporal, las rieras subterráneas se podían detectar gracias al aumento del "clutter". Los resultados se compararon con los obtenidos mediante sis mica pasiva. En el espacio frecuencial se observaron mayores cambios en la frecuencia en la época de lluvia, mientras que en la época seca únicamente aparecían estos cambios en los registros obtenidos en la zona en la que había una de las rieras. Se concluyó, por lo tanto, que el estudio del espectro de amplitudes se podía utilizar para determinar la presencia de agua y, en el caso de las rieras, para diferenciar entre rieras activas y cauces secos. Estos resultados son de gran interés para la planificación de infraestructuras de transporte. En la segunda parte de la tesis se analizan los daños en infraestructuras de transporte. En concreto en pavimentos rígidos. A menudo estos pavimentos, construidos mediante losas de hormigón armado, están cubiertos por una capa asfáltica, ya sea por diseño o debido a restauraciones. Las grietas internas que se generan no se observan en superficie hasta fases muy avanzadas. Se propusieron ensayos para determinar la capacidad del georradar para localizar grietas, estudiando el efecto del grosor, la profundidad y del material de relleno. Se observó que se pueden detectar grietas de un tamaño que permite considerarlas como incipientes, aunque la longitud de la grieta vertical sólo se podía detectar en el caso de grietas ya en un estado de daño avanzado (de gran anchura) o bien rellenas de arena saturada o de agua. La disminución en la velocidad de la señal debido a la presencia de agua permitía una mayor resolución. Los resultados experimentales se comprobaron en estudios de campo, en carreteras reales. Se observaron efectos similares aunque con una resolución más limitada. Mediante métodos computacionales se relacionaron las anomalías registradas en los radargramas, tanto experimentalmente como en estudios de campo, con distintos tipos de grietas.
Mbasha, Migabo Willy. "The effect of portland cements and superplasticisers on the rheology of cement paste". Thesis, Cape Peninsula University of Technology, 2015. http://hdl.handle.net/20.500.11838/2169.
Texto completoSelf-compacting concrete is very sensitive to variation in cement properties and to the interaction between cement paste and additives such as superplasticisers. The assessment of these interactions can be done rheologically but there is as yet no consensus on how to evaluate the rheological properties (yield stress and viscosity) of cementitious materials. In addition, there is no clear understanding of the dependency of these rheological properties on early hydration, evaluations which are recommended to be done at paste scale. The evolution of rheological parameters in the early stage of hydration, of four CEM I 52.5N cements manufactured at different factories in South Africa, and their interaction with two different commercial superplasticisers (SPs) were investigated using three different rheometric techniques: conventional flow curve from hysteresis loops, amplitude sweep in oscillation mode and construction of flow curve. Amplitude sweep, time sweep, viscosity-time sweep as well as thixotropy tests were conducted to investigate the effect of hydration and the rate of rebuilding of each cement in the presence and absence of SP. The experiments were done on a MCR51 rheometer with roughened parallel plates under controlled temperatures and relative humidity.
PPC Cement
Burden, Donald. "The durability of concrete containing high levels of fly ash". Skokie, Ill. : Portland Cement Association, 2006. http://www.cement.org/bookstore/profile.asp?itemid=SN2989.
Texto completoPereira, Lúcia de Fátima Lacerda da Costa. "Determinação de cloretos em concretos de cimentos Portland: influência do tipo de cimento". Universidade de São Paulo, 2001. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-26042002-104756/.
Texto completoThe aim of this research was the application of ASTM method for determination of chlorides in concrete. The tests were made by two laboratories, the EPUSP in São Paulo and POLI in Recife, on concretes prepared with five types of Portland cement. The purpose of this study was to make a survey of published works about the methods of determination of total and soluble chlorides in Portland cement concrete, to discuss the influence of each kind of cement on chlorides, combined and free, in samples of concrete. The purpose was too, determine how the free and linked chlorides are distributed through the height of the specimens of 10x20 diameter and to present suggestions to the standardization of this method. The method presented good results among the two laboratories, the statistical tests demonstrating the method\'s actuality and, adequate to anothers laboratories. It is important to say that this method is slow, needs dedication and specific facilities. The mix-proportion calculations from chemical analysis were made with a spreadsheet software. The methodology seemed to be adequated for the elaboration of a National Standard.
Dennington, Simon P. J. "The effect of carboxylated acrylic polymer latices on the hydration kinetics of ordinary Portland cement". Thesis, University of Bristol, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.390101.
Texto completoKhan, Saadat Ali. "Pore pressure and moisture migration in concrete at high and non uniform temperatures". Thesis, King's College London (University of London), 1990. https://kclpure.kcl.ac.uk/portal/en/theses/pore-pressure-and-moisture-migration-in-concrete-at-high-and-non-uniform-temperatures(9016d00a-3f08-4eb8-a9b3-a78d405d6686).html.
Texto completoDiefenderfer, Brian K. "Development and Testing of a Capacitor Probe to Detect Deterioration in Portland Cement Concrete". Thesis, Virginia Tech, 1998. http://hdl.handle.net/10919/35397.
Texto completoMaster of Science