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Dissertations / Theses on the topic 'Pavements, Composite'

Author: Grafiati

Published: 10 December 2022

Last updated: 31 July 2025

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1

Fang, Xiazhi. "Development of distress and performance models of composite pavements for pavement management." Thesis, The University of North Carolina at Charlotte, 2017. http://pqdtopen.proquest.com/#viewpdf?dispub=10269558.

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<p> Roadway systems in the United States have become huge assets that need massive resources to maintain and operate. To meet the long-term performance goal, government agencies developed pavement management systems (PMSs) to help them manage roadway assets effectively with limited resources. Currently, some PMSs in the United States have been designed for two types of pavements: asphalt and concrete. The composite pavement, another pavement type, which is the result of concrete pavement rehabilitations and constructed with an asphalt surface layer over a concrete base, was treated as asphalt.

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2

NÃºÃ±ez, Orlando. "Composite Pavements: A Technical and Economic Analysis During the Pavement Type Selection Process." Thesis, Virginia Tech, 2007. http://hdl.handle.net/10919/36066.

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In most road infrastructure networks, the two prevalent types of pavements considered during the pavement type selection (PTS) process are flexible and rigid. Thus, these two structures are the most commonly constructed in the road industry. A consideration of a different pavement alternative is proposed in this study. Composite pavements, which are in essence a combination of a rigid base overlaid with a hot-mix asphalt (HMA) surface course, have the potential to meet the technical and economic requirements that are sought in the PTS process. For that reason, technical and economic evalua

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3

Shahid, Muhammad Aslam. "Improved cement bound base design for flexible composite pavements." Thesis, University of Nottingham, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.362991.

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4

Swett, Lauren J. "Seasonal Variations of Pavement Layer Moduli Determined Using In Situ Measurements of Pavement Stress and Strain." Fogler Library, University of Maine, 2007. http://www.library.umaine.edu/theses/pdf/SwettLJ2007.pdf.

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5

Muñoz, Dante Mejia. "Finite element modeling of nondestructive test methods used for detection of delamination in hot mix asphalt pavements." To access this resource online via ProQuest Dissertations and Theses @ UTEP, 2009. http://0-proquest.umi.com.lib.utep.edu/login?COPT=REJTPTU0YmImSU5UPTAmVkVSPTI=&clientId=2515.

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6

Edwards, Jonathan Paul. "Laboratory characterisation of pavement foundation materials." Thesis, Loughborough University, 2007. https://dspace.lboro.ac.uk/2134/3067.

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Pavement foundations for major roads in the UK were historically designed on an empirical basis, related to a single design chart, restricting the incorporation of superior performing materials or materials for which the empirical data sets were not available. The adoption of performance based specifications was promoted as they are perceived to 'open up' the use of alternative materials (including 'local' sources of primary materials) or techniques, and allow for the incorporation of superior performance into the overall pavement design. Parallel developments to the performance based design o

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7

Jacobs, Bradley L. "Evaluation of performance of composite bridge deck panels under static and dynamic loading and environmental conditions." Ohio : Ohio University, 2001. http://www.ohiolink.edu/etd/view.cgi?ohiou1173901688.

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8

Lambert, John Peter. "Novel assessment test for granular road foundation materials." Thesis, Loughborough University, 2007. https://dspace.lboro.ac.uk/2134/3099.

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Drivers for sustainability have made it necessary for the construction industry to adapt its traditional processes to become both more efficient and produce less waste. Performance based design and specification in the UK for motorways and trunk roads permits a very flexible approach to pavement design, material selection and performance related testing aimed at utilising materials to their maximum potential. However, it is clear that within the emerging philosophy of using materials that are 'fit for purpose' there are many technical challenges for design and specification. There is a need to

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9

Kamal, Mumtaz Ahmed. "Behaviour of granular materials used in flexible pavements." Thesis, Queen's University Belfast, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.333824.

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10

Mataramba, Kankanamge Kasun Dilhara Wimalasena. "Evalutate the performance of geosynthetic reinforced subgrades under monotonic loading." Thesis, Queensland University of Technology, 2022. https://eprints.qut.edu.au/235924/1/Kasun_Kankanamge_Thesis.pdf.

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A series of large-scale pavement model tests were conducted in a laboratory environment to investigate the effect of geosynthetics in improving the modulus of weak subgrades. Then, a series of supplement design charts that could be useful for industry practitioners to design geosynthetic reinforced flexible pavements were developed. The outcomes of this study promote the use of geosynthetics in road construction to make economical, environmentally friendly, climate resilient, and sustainable road infrastructure.

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11

Thompson, Ian. "Use of steel fibres to reinforce cement bound roadbase." Thesis, University of Nottingham, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.366364.

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12

McMahon, P. H. "The mechanical properties of cement stabilized minestone." Thesis, University of Sunderland, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.378952.

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13

De, Beer M. "Behaviour of cementitious subbase layers in bitumen base structures." Pretoria : [s.n.], 2009. http://upetd.up.ac.za/thesis/available/etd-08042009-115309/.

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14

Ali, Saima. "Performance of protective composite runway pavement under moving and impact loads." Thesis, Queensland University of Technology, 2018. https://eprints.qut.edu.au/116521/1/Saima_Ali_Thesis.pdf.

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This PhD thesis is devoted in developing new multi-layer composite and concrete runway pavements to increase the resistance to impact load and heavy moving load and hence to extend the service life of runway pavement. A new series of laboratory tests results along with computer based structural analyses are presented to understand the effectiveness of new multi-layer composite and concrete runway pavements. The outcome of this research will be beneficial for the runway pavement designer to introduce and design such impact and moving load resistant multi-layer composite and concrete runway pave

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15

Pereira, Deividi da Silva. "Estudo do comportamento de pavimentos de concreto simples em condições de aderência entre placa de concreto e base cimentada ou asfáltica." Universidade de São Paulo, 2003. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-07102003-011116/.

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Motivado pela alteração do sistema construtivo de pavimentos de concreto de cimento Portland, na qual foi abolida a utilização da manta plástica entre placas e bases cimentadas, com conseqüente emprego de imprimação da base com emulsão asfáltica, este trabalho buscou responder algumas indagações surgidas durante este processo. Em laboratório, através de uma metodologia de ensaio especialmente adaptada para o estudo da resistência ao cisalhamento entre concreto de cimento Portland (CCP) e concreto compactado com rolo (CCR), inferiu-se, para diferentes tratamentos de interface, elevados níveis d

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16

White, Gregory William Aerospace Civil &amp Mechanical Engineering Australian Defence Force Academy UNSW. "Laboratory characterisation of cementitiously stabilised pavement materials." Awarded by:University of New South Wales - Australian Defence Force Academy. School of Aerospace, Civil and Mechanical Engineering, 2007. http://handle.unsw.edu.au/1959.4/38646.

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Insitu cementitious stabilisation is an economical, environmentally sustainable and socially advantageous means of rehabilitating pavements. With the recent availability of a wide range of binders and advanced construction equipment, the characterisation of cementitiously stabilised pavement materials has become the focus of further advancement of this technology. Australian practice has moved towards the use of Indirect Diametric Tensile (IDT) methods for the characterisation of these materials. A draft protocol for the IDT test has been prepared and specifies samples to be compacted by gyrat

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17

Sigdel, Pawan. "Improving Design Strategies for Composite Pavement Overlay: Multi-layered Elastic Approach and Reliability Based Models." University of Toledo / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1480435567302893.

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18

Tasnim, Sadia. "Development of light-weight polymer composite containing solid waste fillers and its application as sub-base layer of flexible pavement." Thesis, Curtin University, 2021. http://hdl.handle.net/20.500.11937/88383.

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This research programme is an in-depth study regarding the sub-base layer of pavements made by a polymer composite using crumb recycled tyres, recycled plastic and fly ash as fillers with jute-fabric as a reinforcement. Emphasis is placed mostly on the mix proportions, mechanical properties and durability of the purposed composite as precast lightweight product.

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19

Garcez, Estela Oliari. "Investigação do comportamento de Engineered Cementitious Composites reforçados com fibras de polipropileno como material para recapeamento de pavimentos." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2009. http://hdl.handle.net/10183/28642.

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Uma parcela substancial das rodovias do país apresenta processos de deterioração graves de seus pavimentos, fato que acarreta sérios impactos econômicos, sociais e ambientais, resultando em aumento do consumo de combustível, dos gastos com manutenção dos veículos, da frequência de engarrafamentos e do tempo gasto em deslocamentos. A utilização de recapeamentos ou overlays de concreto tem demonstrado ser uma alternativa sustentável e econômica para a reabilitação de pavimentos. No entanto, em muitos casos, os overlays de concreto não tem conseguido prevenir a ocorrência de fissuração por reflex

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20

Leitão, Fernando Nahid. "Verificação à fadiga de pontes rodoviárias mistas (aço-concreto)." Universidade do Estado do Rio de Janeiro, 2009. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=3409.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior<br>As pontes rodoviárias mistas (aço-concreto) estão sujeitadas às ações dinâmicas variáveis, por exemplo, devido ao tráfego de veículos sobre a superfície irregular do pavimento. Estas ações dinâmicas podem gerar a nucleação de fraturas ou mesmo a sua propagação sobre a estrutura. A correta consideração desses aspectos objetivou o desenvolvimento de uma metodologia de análise, com a finalidade de avaliar os níveis dos esforços e tensões oriundos do tráfego dos veículos sobre a superfície irregular do pavimento e, bem como, proceder u

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21

Alencar, Guilherme Santana. "Análise dinâmica e verificação à fadiga de obras de arte rodoviárias mistas (aço-concreto) submetidas ao tráfego de veículos sobre o pavimento irregular." Universidade do Estado do Rio de Janeiro, 2015. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8772.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior<br>As pontes rodoviárias metálicas e mistas (aço-concreto) são submetidas a um grande número de carregamentos repetitivos de diferentes magnitudes, ao longo do tempo. Estas ações dinâmicas podem causar a nucleação de fraturas ou mesmo a propagação destas sobre o sistema estrutural. A depender da magnitude, estes efeitos podem comprometer o sistema estrutural e a sua confiabilidade, além de reduzir a vida útil das pontes. Assim sendo, neste trabalho de pesquisa foi investigada a resposta dinâmica de uma ponte mista (aço-concreto), simp

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22

Ho, Anh cuong. "Optimisation de la composition et caractérisation d'un béton incorporant des granulats issus du broyage de pneus usagés. : application aux éléments de grande surface." Thesis, Toulouse, INSA, 2010. http://www.theses.fr/2010ISAT0024/document.

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Les matériaux de construction par excellence que sont les matériaux à base cimentaire offrent une faible résistance à la traction ainsi qu’une faible capacité de déformation. Ils sont fragiles et particulièrement sensible à la fissuration, notamment la fissuration due au retrait dans le cas d’éléments à grande surface. Des joints de retrait judicieusement espacés permettent de localiser la fissuration et d’éviter le désordre apparent. Malheureusement, ils constituent aussi le point de départ de futurs désordres (pénétration d’agents agressifs, tuilage, etc.). Cette thèse est une contribution a

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23

Kai-MingChen and 陳凱銘. "Bearing Capacity of Flexible, Rigid and Composite Pavements." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/g9c43n.

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24

Elsaigh, Walied Ali Musa Hussein. "Modelling the behaviour of steel fibre reinforced concrete pavements." Thesis, 2007. http://hdl.handle.net/2263/25825.

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Steel Fibre Reinforced Concrete (SFRC) is defined as concrete containing randomly oriented discrete steel fibres. The main incentive of adding steel fibres to concrete is to control crack propagation and crack widening after the concrete matrix has cracked. Control of cracking automatically improves the mechanical properties of the composite material (SFRC). The most significant property of SFRC is its post-cracking strength that can impart the ability to absorb large amounts of energy before collapse. Ground slabs are structural applications that could benefit from these advantageous features

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25

Kulkarni, Moreshwar Balakrishna. "Effect of tack and prime coats, and baghouse fines on composite asphalt pavements." 2004. http://www.lib.ncsu.edu/theses/available/etd-05172004-151221/unrestricted/etd.pdf.

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26

Chen, KouPing, and 陳克斌. "The Application of Composite Index in Pavement Engineering." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/35893995275736606354.

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碩士<br>淡江大學<br>土木工程學系<br>90<br>Due to the rapid expansion of our domestic highway networks, the demands for pavement maintenance and rehabilitation (M & R) activities are increasing dramatically. Proper selections of M & R activities can extend pavement service life to assure the best use of our limited resources. The major objective of this study is to conduct an in-depth investigation on the application of composite index in pavement engineering. The current practices of domestic pavement M & R activities are first reviewed. The fundamental concepts and evolutions of severa

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27

Liang, Shih-Pin, and 梁世賓. "The study of Composite Detective Module Development of Pavement Survey Vehicle." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/14894312968143132179.

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碩士<br>國立中央大學<br>土木工程研究所<br>98<br>"Road" is the major channel to connect places, the most important national infrastructure, and one of the most frequently contacted public facilities. In order to effectively maintain the road quality, the authority of road management must trace and investigate the pavement performance index, by comparing quantitative data, evaluating the quality and effectiveness of road, the pavement’s essential function is maintained and its service span is extended. With such enormous road network, intelligent pavement survey vehicles are needed to quickly and completely bu

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28

Kar, Swapnasarit. "Strengthening of Reinforced Concrete Members Using BFRP Composites." Thesis, 2021. http://ethesis.nitrkl.ac.in/10322/1/2021_PhD_SKar_514CE1019_Strengthening.pdf.

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The fiber reinforced polymer (FRP) has emerged as an encouraging material to either rehabilitate the damaged/partially deteriorated/weakened structures or strengthen a sound structural member to fulfill the load requirements due to change in the mode of use of structures or meet the requirements of the updated design guidelines because of their various advantages like superior strength-to-weight ratio, lightweight, excellent durability etc. The available research on the rehabilitation of reinforced concrete (RC) flexural members using externally bonded FRP composites is primarily based on the

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29

Cho, Byoung Hooi. "Effects of support system on behavior and performance of continuously reinforced concrete pavement." Thesis, 2010. http://hdl.handle.net/2152/ETD-UT-2010-12-2545.

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Support systems including base and subgrade layers play a pivotal role in manifesting and maintaining acceptable behavior and performance of continuously reinforced concrete pavement (CRCP). In Texas, especially, use of non-erodible stabilized base layers have been recommended to prevent failures of the CRCP related with pumping and erosion of the support materials. The non-erodible base materials, however, have given high initial construction cost of the rigid pavements. For this reason, it has been desired to decrease the construction cost with acceptable long-term performance of the pavemen

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30

Aala, Satyanarayana. "Study of Fracture Properties of Composites and Aluminium Alloys Using Size Effect Method." Thesis, 2022. http://ethesis.nitrkl.ac.in/10347/1/2022_PhD_ASatyanarayana_516CE1004_Study.pdf.

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The size effect is a problem of scaling, which is central to every physical theory. In fluid mechanics research, the problem of scaling continuously played a prominent role for over a hundred years. In solid mechanics research, though, the attention to scaling had many interruptions and became intense only during the last decade. The question of size effect recently became a crucial consideration in the efforts to use advanced fiber composites and sandwiches for large ship hulls, bulkheads, decks, stacks and masts, as well as for large load-bearing fuselage panels. The scaling problems are eve

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31

Lee, Sang Ick. "Development of Approach to Estimate Volume Fraction of Multiphase Material Using Dielectrics." 2010. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7578.

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Most engineering as well as pavement materials are composites composed of two or more components to obtain a variety of solid properties to support internal and external loading. The composite materials rely on physical or chemical properties and volume fraction of each component. While the properties can be identified easily, the volume fraction is hard to be estimated due to the volumetric variation during the performance in the field. Various test procedures have been developed to measure the volume fractions; however, they depend on subjective determination and judgment. As an alternative,

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