Relevant bibliographies by topics / Technology in the construction of a pavement

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Academic literature on the topic 'Technology in the construction of a pavement'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Technology in the construction of a pavement"

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Chen, Hsien Chou, Shih Hsienh Yang, Ying Wei Liu, Pai Ching Sun, and Deng Fong Lin. "Development of Green Paving Technology for Urban Roads." Advanced Materials Research 723 (August 2013): 601–8. http://dx.doi.org/10.4028/www.scientific.net/amr.723.601.

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This The main objective of this study is to evaluate the feasibility of using Permeable Reclaimed Concrete (PRC) for urban roads construction. The PRC can be used at both stabilized base and wearing surface layers for new constructed pavements. The purposes of this paper were focused on the comparison of cost and energy consumption in both material production and pavement construction stages between PRC pavement and conventional hot-mixed asphalt (HMA) pavement. In addition, the potential ecological advantages such as reducing urban heat island effect as well as enrich groundwater table by using PRC pavement in the urban roads was also discussed. The results showed that the PRC pavement could effectively reduce 3 to 5°C surface temperature compare to conventional HMA pavement.
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Sun, Jie, Feng Liu, Li Chao Feng, and Ning Xie. "Coated Thermal Resistance/Heat Reflection Pavement Construction Technology." Applied Mechanics and Materials 716-717 (December 2014): 319–21. http://dx.doi.org/10.4028/www.scientific.net/amm.716-717.319.

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The high temperature of asphalt concrete pavement decreases its bearing capacity, thus leading to serious rutting. In this paper, a coated thermal resistance/heat reflection pavement construction technology with a coating of 2-3mm on the asphalt pavement is mainly introduced, which can reflect and prevent sunshine and reduce the surface temperature of asphalt pavement for the purpose of preventing rutting. In addition, the coated thermal resistance/heat reflection paving method is introduced, which is of certain reference to the promotion and application of coated thermal resistance/heat reflection pavement.
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Syed, Ameen, and Ranjan Sonparote. "A Review of Precast Concrete Pavement Technology." Baltic Journal of Road and Bridge Engineering 15, no. 4 (September 28, 2020): 22–53. http://dx.doi.org/10.7250/bjrbe.2020-15.493.

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Precast concrete pavement (PCP) has proven itself to be one of the most efficient methods for repair and replacement of concrete pavement, as well as for construction of new pavement in the areas of heavy traffic. The application of PCP ensures fast construction of concrete pavement without compromising the quality of concrete. This paper provides a brief of various types of PCP that have been used worldwide and their application in the repair of damaged pavement, continuous construction of pavement, Airfield application and temporary pavement construction. It further discusses critical aspects of PCP that require careful analysis prior to its field implementation. The paper specially focuses on panel dimensioning, load transfer mechanism, lifting arrangement, stacking arrangement, transportation and base preparation for PCP. Suitability of different types of PCP for varying site conditions has been discussed. Innovative developments related to PCP and the future scope of this technology have also been discussed.
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Sun, Wenjuan, Guoyang Lu, Cheng Ye, Shiwu Chen, Yue Hou, Dawei Wang, Linbing Wang, and Markus Oeser. "The State of the Art: Application of Green Technology in Sustainable Pavement." Advances in Materials Science and Engineering 2018 (June 3, 2018): 1–19. http://dx.doi.org/10.1155/2018/9760464.

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A wide range of literature on predominant green technologies for sustainable pavements is summarized in this paper. It covers two major aspects: energy harvesting technologies and permeable pavement systems. Fundamental mechanics of energy harvesting techniques and possible designs of energy harvesters are described, with the evaluation of energy conversion efficiency, and advantages and disadvantages. In addition, the designs of permeable pavement systems are discussed, along with their advantages and disadvantages. The latest technical innovations are highlighted. It is found that green technologies are promising for developing more sustainable pavements. Application issues are also pointed out, including construction challenges, durability, and life-cycle cost-benefit assessment. Future research directions are suggested to address practical challenges, such as efficient design, construction challenge, timely maintenance, and life-cycle performance assessment.
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Deng, Changqing, Yingjun Jiang, Zhanchuang Han, Hongwei Lin, and Jiangtao Fan. "Effects of Paving Technology, Pavement Materials, and Structures on the Fatigue Property of Double-Layer Pavements." Advances in Materials Science and Engineering 2020 (October 3, 2020): 1–15. http://dx.doi.org/10.1155/2020/5038370.

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Double-layer paving technology, which is a new technology for construction asphalt pavements, has received increasing research attention for several years. However, few studies have focused on the effect of asphalt pavement layer thickness and mixture-type combinations on the fatigue properties of a double-layer pavement. Therefore, the fatigue properties of the double-layer and traditionally paved asphalt pavements were studied in this work. The effects of two paving technologies, three mixture combinations, and two asphalt layer thickness combinations on the fatigue properties of asphalt pavements were studied through bending beam tests, and a fatigue equation of different asphalt pavements was established using the two-parameter Weibull distribution. Subsequently, the fatigue lives of different pavements were compared and analyzed under the same cyclic load. Results indicate that the flexural strength and fatigue life of the double-layer pavement increased by at least 10% and 54%, respectively, compared with those of a traditionally paved pavement structure. The goodness of fit of the equation established using the Weibull distribution exceeded 0.90. For the traditional paving technology, compared with the pavement structure combination of 4-cm AC-13 surface layer/6-cm AC-20 bottom layer, the fatigue life of a 3-cm AC-13 surface layer/7-cm AC-20 bottom layer can be increased by at least 8%, while the fatigue lives of other pavement structures are reduced significantly. The results also indicate that the fatigue life of the double-layer pavement structure with the 3-cm AC-13 surface layer/7-cm AC-20 bottom layer can be increased by at least 114% compared with that of the traditionally paved pavement structure (4-cm AC-13 surface layer/6-cm AC-20 bottom layer). Additionally, the fatigue lives of other pavement structures can be improved. To effectively improve the fatigue life of an asphalt pavement, a double-layer pavement structure with the 3-cm AC-13 surface layer/7-cm AC-20 bottom layer combination is recommended.
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Han, Li Zhi, and Si Li Li. "Application of RFID Technology in Asphalt Pavement Construction." Advanced Materials Research 1065-1069 (December 2014): 1710–13. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.1710.

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This paper discusses Radio Frequency Identification (RFID) technology and its potential applications in the asphalt pavement construction industry. RFID technology offers wireless communication between RFID tags and readers. These fundamental properties eliminate manual data entry and introduce the potential for automated processes to increase project productivity, construction safety, and project cost efficiency. Construction contractors, owners, and material suppliers that believe technology can further develop methods and processes in construction should feel obligated to participate in RFID studies for the advancement of the construction industry as a whole.
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Zhao, Hong, Xiu Shan Wang, He Quan Lu, and Xiao Ling Lu. "Construction Technology of Warm Mix Retardant Asphalt Mixture." Applied Mechanics and Materials 361-363 (August 2013): 1477–83. http://dx.doi.org/10.4028/www.scientific.net/amm.361-363.1477.

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As a new material, the warm mix asphalt retardant asphalt mixture has its particularity in material design, construction proportion, mixture preparation and on-site paving. This paper summarized the construction process and site construction quality inspection requirement of the warm mix asphalt retardant asphalt mixture through tracking research on-site based on the real engineering. It was shown that the road environment quality of using warm mix retardant asphalt was significantly better than normal hot mix asphalt, asphalt smoke, benzene soluble and Benzopyrene decreased 91.47%, 97.05% and 80.11% respectively. Warm mix asphalt retardant asphalt mixture had a low mixing and compaction temperature. When used in the tunnel pavement, it could not only greatly reduce harmful gas emissions in the process of construction, improve construction environment in tunnel, improve the air transparency in tunnel, be convenient for construction quality management, but also can improve the fire resilience of the tunnel pavement after be put into operation. It had broad application prospect in the tunnel pavement.
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Radziszewski, Piotr, Joanicjusz Nazarko, Tatjana Vilutiene, Katarzyna Dębkowska, Joanna Ejdys, Alicja Gudanowska, Katarzyna Halicka, et al. "Future trends in road pavement technologies development in the context of environmental protection." Baltic Journal of Road and Bridge Engineering 11, no. 2 (June 27, 2016): 160–68. http://dx.doi.org/10.3846/bjrbe.2016.19.

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Construction of modern and durable asphalt and cement pavements requires high quality materials and suitable technologies that take into account sustainability concerns which are related to the environmental protection, mitigation and compensation for road construction effects on surface water and groundwater, soil, air, wildlife, landscape, vibration and noise. The objectives of this paper are to identify possible development directions of materials and technologies in road construction in the time perspective of approximately 30 years. In order to achieve that goal a nationwide Delphi survey with 150 invited experts was deployed. The study concluded that binding materials with improved viscoelastic range – and often with specific modifications – would continue to play a leading role. Furthermore, technologies that enable monitoring the state of road pavement condition in a continuous manner would be used to a greater range. Introduction of sensors into the pavement network would lead to the construction of “smart” roads while spreading of nanomaterial technology would improve the durability and reliability of road pavement construction.
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Wang, Hu, and Fei Han. "Technology Research Status Review of Long-span Continuous Rigid Frame Bridge Deck Pavement." Open Civil Engineering Journal 9, no. 1 (October 29, 2015): 1028–34. http://dx.doi.org/10.2174/1874149501509011028.

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Through the analysis and summary of research status and development trends of deck pavement technology of long-span continuous rigid frame bridge deck pavement at home and abroad, the impact factors of durability of continuous rigid frame bridge deck pavement, such as design flaw, constructional quality and overload are studied. This article will comprehensively analyze the cause of disease focusing on mechanism, structure design deficiency and classification method. Analysis shows that: the durability of continuous rigid frame bridge deck pavement is determined not only by pavement material strength, but also by pavement layer thickness and materials of bridge deck. It is integrated design of pavement and bridge deck, superior construction quality and craft that make sure deck pavement durability. Besides, there are still some imperfections and unreasonableness in existing literatures using finite element calculation of continuous rigid frame bridge deck pavement. In order to provide more credible data for future engineering practice and relevant standard, the finite element method and boundary conditions should be studied and improved.
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Skrzypczak, Izabela, Wojciech Radwański, and Tomasz Pytlowany. "Choice of road building technology - statistic analyses with the use of the Hellwig method." E3S Web of Conferences 45 (2018): 00081. http://dx.doi.org/10.1051/e3sconf/20184500081.

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There are two technologies for road construction, e.g. an asphalt one and a concrete one, that exist in the market of road infrastructure at the moment and they both have their advantages and disadvantages [prof Jan Deja of Krakow Mining Academy, Cathedral of Building Materials Technology].The advantage of concrete pavement consists of the fact that it doesn’t require bigger financial expenditures within 10 – 20 years of exploitation (provided that necessary pavement maintenance treatments are carried out). In the case of asphalt pavement it is necessary to mill the wear off layer of the road already after 6-7 years. It leads to the question: which of these technologies should be chosen, which is better? The work hereby carries on analyses concerning a comparison of the technologies for road constructions; the asphalt one and the concrete one. Based on the analyses carried out with the use of the Hellwig method it was found that the achieved values of synthetic meters for asphalt and concrete pavements are close to each other, which may indicate that both technologies are comparable within the sectors taken for analyses in relation to accepted technological-technical and usability features.
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Dissertations / Theses on the topic "Technology in the construction of a pavement"

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Barriera, Maria. "Nanosensor technology for road pavements monitoring." Thesis, Institut polytechnique de Paris, 2020. http://www.theses.fr/2020IPPAX092.

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Le réseau routier est l'un des atouts majeurs d'un pays. L'évaluation de l’état structurelle des infrastructures de transport routier et de leur évolution dans le temps est essentielle pour l'établissement de plans d'entretien rentables. À cet égard, l'instrumentation des chaussées permet une surveillance continue et à distance sans interruption de la circulation. Cependant, l'instrumentation reste un défi scientifique et technologique majeur en termes de résilience des dispositifs ainsi que de stratégies d'interprétation des données des capteurs. L'objectif global de cette thèse est de prouver la faisabilité du monitoring des routes par technologies de détection embarquées en démontrant l'exploitabilité des données de capteurs pour évaluer le vieillissement de la route et en fournissant une technologie à haute performance et faible intrusion. Nous proposons, via un essai accéléré à l'échelle 1, une validation des jauges de déformation pour la prédiction de l'endommagement par fatigue d'un revêtement routier. Ainsi, nous avons exploré l'utilisation de capteurs embarqués pour le calcul inverse des conditions mécaniques de la chaussée via l'instrumentation d'une route existante avec un réseau de jauges de déformation. La même section d'essai a servi d'environnement pour une première validation d'une nouvelle technologie de détection basée sur l'utilisation de capteurs de déformation flexibles à base de nanocarbone, testés plus tard dans la chaussée dans le cadre d'un essai accéléré. Nous avons ainsi démontré comment la nanotechnologie proposée pouvait répondre aux enjeux de l’instrumentation des chaussées en termes de géométrie, de compatibilité avec l'environnement routier, et de sensibilité
The road network is one of the major assets in our countries. The assessment of pavement conditions and their evolution with time is essential for the establishment of cost-effective maintenance plans. In this respect, pavement instrumentation allows remote and continuous monitoring with no traffic disruption. However it remains a major scientific and technological challenge in terms of devices resilience to the harsh road environment as well as of strategies for sensor data interpretation. The overall goal of this thesis is to prove the feasibility of embedded pavement monitoring by demonstrating the exploitability of embedded sensor data to assess road ageing, and by providing a high performance, low intrusiveness technology. We propose, via an accelerated pavement test, a validation of asphalt strain gauges as monitoring method for fatigue prediction in a road pavement. Thus, we further explored the use of embedded sensors for inverse calculation of pavement mechanical conditions via the instrumentation of an existing road with a network of asphalt strain gauges. The same trial section was the environment for a first validation of a novel sensing technology based on the use of nanocarbon-based flexible strain sensors, later tested under an accelerated pavement test. Thereby we demonstrated how the proposed nanotechnology can overcome some of the drawbacks of existing sensing devices in terms of geometry, compatibility with the road environment, and sensitivity
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Knöner, Nery. "Sistema pré-fabricado para aplicação em construções provisórias de canteiros de obras." Universidade Federal de São Carlos, 2014. https://repositorio.ufscar.br/handle/ufscar/4694.

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Made available in DSpace on 2016-06-02T20:09:20Z (GMT). No. of bitstreams: 1 5987.pdf: 3490770 bytes, checksum: 4ec68db087fe4ce9be3c92acb03cd502 (MD5) Previous issue date: 2014-05-23
Universidade Federal de Sao Carlos
The use of prefabricated elements has become increasing in Brazil, This paper describes the study and the procedures for construction and erection of a building system works on a pavement. Within the concept of technological innovation seeks to show a project in precast concrete that can be applied in facilities construction sites. Enables to meet the market demand for building construction sites in accordance with the requirements of the NR18 and ABNT (NB1367/NBR 12284, 1991), where all the actions of the production of construction happening and where the facilities are usually temporary and precarious. The system proposed solutions such as fast assembly, elimination of waste, and low cost, besides being a constructive process that can be reused in another bed, starting process without any loss of parts that compose it. Attaches itself to the system with one of the solutions that meets the needs of the construction industry in which it is possible to build construction sites, providing the employee satisfactory experiences in the area of enabling a modular installation adapting to the needs and administrative for the proper performance of the employee.
O emprego de elementos pré-fabricados tem se tornado crescente no Brasil, em virtude disso, o presente trabalho visa descrever o estudo e os procedimentos de construção e montagem de um sistema construtivo em obras de um pavimento. Partindo do que se entende como inovação tecnológica, a presente dissertação de mestrado, procura mostrar um projeto em pré-fabricados de concreto que poderá ser aplicado nas instalações de canteiros de obras. Este projeto possibilita que se atendam às demandas de mercado para construção de canteiros de obra de acordo com os quesitos da NR18 2012 e ABNT (NB1367/NBR 12284, 1991), onde todas as ações da produção da construção civil acontecem e onde as instalações normalmente são provisórias e precárias. O sistema pré-fabricado propõe soluções como: rapidez na montagem, eliminação de resíduos e baixo custo, além de utilizar um processo construtivo que pode ser reaproveitado em outro canteiro, iniciando-se todo processo sem perdas das peças que o compõe. Foi possível concluir que o sistema proposto pode representar uma importante solução que vem de encontro às necessidades do setor da construção civil, uma vez que os canteiros de obra podem proporcionar ao trabalhador condições satisfatórias na área de vivência, possibilitando instalação modular adequada às necessidades, refletindo em um bom desempenho por parte dos trabalhadores.
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Taylor, Jackie V. "Migration of contaminants associated with pavement construction." Thesis, University of Nottingham, 2004. http://eprints.nottingham.ac.uk/11908/.

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In order to achieve the goals of 'Sustainable Development', alternative (secondary) materials are being increasingly used as bulk-fill aggregate within pavement construction as substitutes for traditional aggregates. This finds an end-use for stockpiles of industrial by-products (and hence the allowing the land on which they stand to be reclaimed for other uses) and protects finite, natural resources which they replace from over-extraction. Previously, there has been very little research concerned with the leaching of contaminants from alternative materials in pavement construction and the subsequent risks to water bodies from pavement drainage. It is this topic which is addressed here. Two flow regimes within a pavement have been studied in order to predict contaminant movement: (1) vertical flow through the aggregate and pavement and then vertically through the natural subgrade to ground water below and (2) horizontal flow through the aggregate to be discharged through pavement sides drains. Using these analyses a generic user-friendly risk assessment guide by which contractors may assess an aggregate prior to use is presented. A case-study is provided to illustrate some of the issues of concern. Guidelines in the risk assessment guide recommend the suitability of different physical parameters of a potential aggregate at a proposed pavement construction site for both water flow directions. If the subgrade at the site does not allow sorption by the soil to enable any contaminants in vertical flow to be below Water Quality Standards (WQS), the use of a geotextile clay liner to further increase sorption is recommended. If the concentrations of contaminants in water discharged from side drains is not below WQS for horizontal flow, guidelines determine whether the site rainfall and surface runoff allow sufficient dilution. In most situations alternative materials appear to be acceptable for use if pavement construction is on clay subgrades, with an exception of sites where the subgrades are shallower than those recommended or where they are close to areas of higher sensitivity, such as those in close proximity to protected groundwater.
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Frost, Matthew W. "The performance of pavement foundations during construction." Thesis, Loughborough University, 2000. https://dspace.lboro.ac.uk/2134/11152.

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There is an impetus in the UK to move away from empirical pavement foundation design and the current method specification, towards an analytical design approach. For an analytical design approach to be adopted, the required performance properties of stiffness and resistance to permanent deformation of the foundation materials (sub grade and capping) need to be measured, both in the laboratory for design and in the field in order to ensure compliance. This thesis studies the influence of the sub grade on the constructability and performance of a series of full-scale pavement foundations. This has been achieved by measuring the performance parameters of several sub grade materials in the laboratory, using repeated load triaxial testing. These data have been compared to comparable data collected in situ using dynamic stiffness measuring devices during the construction of trial pavement foundations. The performance of the trial foundations has been measured during the placement and compaction of the different foundation materials, and again after their subsequent trafficking. The testing demonstrates the stress dependency of the foundation materials. The laboratory testing shows that the sub grade permanent deformation under cyclic loading (used to simulate construction operations) becomes unstable at a deviator stress of half the deviator stress at failure (0.5qmax)· The stiffness at this applied stress and above is shown to be approaching a consistent value. This indicates that large changes in the stiffness of inversely stress dependent fine grained soils occur below the deviator stress at which the permanent deformation becomes unstable. Significant variability of data has been found in the performance parameters measured (both in the laboratory and in the field) for samples of subgrade collected from small areas of the same site. However comparable patterns of stress dependency have been observed between measured laboratory and field performance using the different apparatus. The resistance to permanent deformation is shown to be a more critical design load case for construction than the need for adequate stiffness of support required to compact the foundation layers. The performance of a composite road foundation is shown to be material and site specific, and this will have important implications for design and site compliance testing.
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Jang, Se Hoon. "Automated crack control analysis for concrete pavement construction." Thesis, Texas A&M University, 2005. http://hdl.handle.net/1969.1/2553.

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The focus of this research is on the control of random cracking in concrete paving by using sawcut notch locations in the early stages of construction. This is a major concern in concrete pavement construction. This research also addresses a probabilistic approach to determine the optimum time and depth of sawcutting for newly constructed portland cement concrete pavements. Variability in climate conditions and material characteristics during the hardening process affects the potential of cracking at any sawcut depth. Several factors affecting the probability of crack initiation are material strength parameters, method and quality of curing, slab/subbase stiffness, the amount and depth of steel reinforcement, friction between the slab and the subbase, and concrete shrinkage. Other factors relevant to concrete mixture characteristics such as cement content and type of coarse aggregate affect development of early aged stresses caused by shrinkage and thermally induced contraction. A probabilistic analysis of the factors that affect crack control using sawcut notches is presented in relation to different weather conditions (concrete placement temperature) at the time of construction, and concrete mixture characteristics such as fly ash replacement (FA) and cement factor (CF). Both of these significantly affect sawcut timing and depth requirement. The determination of crack initiation is based on fracture mechanics. Estimation of the time of cracking is based on predicted tensile strength and stress in the concrete at the bottom of the sawcut notch to assess the feasibility of crack control in the early stages of construction.
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Hassan, Aleef. "Reuse of Petroleum Contaminated Soil in Pavement Construction." University of Cincinnati / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1314041097.

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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 of pavement foundations (allowing for superior performance) and in situ testing required the support of laboratory based performance tests. These laboratory based tests were required to determine material performance parameters (elastic modulus and resistance to permanent deformation) for both unbound and hydraulically bound pavement foundation materials. A review of the available laboratory apparatus indicated that they were either; unrealistic (and hence unable to provide the required material performance parameters), or overly complex and more suited to fundamental research. Therefore, the requirement for developmental research work was identified. The research reported herein details the development, manufacture and initial evaluation of simplified laboratory apparatus (the Springbox for unbound materials and static stiffness test for hydraulically bound mixtures) designed to produce the performance parameters of elastic modulus and relative resistance to permanent deformation for pavement foundation materials. The equipment and test procedure evaluation was undertaken across a range of materials, giving initial guidance on likely in situ performance. The innovative laboratory apparatus and materials guidance (including the potential to use recycled and secondary aggregates) was incorporated into key Highways Agency specification and guidance documents, which in turn influence construction practice outside of motorways and major trunk roads. This research concludes by outlining a number of recommendations for continued development and evaluation, including feeding back data sets from long term in situ performance testing for subsequent refinement of assumptions.
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Ballock, 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.

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The primary objective of this study is to evaluate the clogging potential of installed pervious concrete systems, to analyze rehabilitation techniques and develop construction specifications for the construction of portland cement pervious concrete specific to the state of Florida. Currently, a consistent statewide policy has not been established in reference to credit for storage volume within the voids in pervious concrete and the coarse aggregate base. For this reason a current and updated assessment of pervious pavement is needed to benefit from the advantages of pervious pavement use in low traffic volume areas. Initially by modeling a pervious concrete system in a field laboratory with test cells of typical Florida soil conditions and groundwater elevations and combining these data with field data from multiple sites of long service life, a Florida specific construction methodology has been developed. It is hoped that by developing a more standardized design criteria for pervious pavements in Florida a statewide acceptance of portland cement pervious pavement can be achieved and credit can be earned based on the volume of stored stormwater. This study of field sites was subsequently expanded to include locations in the southeastern United States. Pervious concrete has suffered historically poor support due to a number of factors, including concern about poor long term performance due to clogging of surface pores. Eight existing parking lots were evaluated to determine the infiltration rates of pervious concrete systems that have had relatively no maintenance. Infiltration rates were measured using an embedded single-ring infiltrometer developed specifically for testing pervious concrete in an in-situ state. The average infiltration rates of the pervious concrete that was properly constructed at the investigated sites ranged from 0.4 to 227.2 inches per hour. A total of 30 pervious concrete cores were extracted and evaluated for infiltration rates after various rehabilitation techniques, including pressure washing, vacuum sweeping and a combination of the two methods, have been performed to rehabilitate the infiltration capability of the concrete. By evaluating the effectiveness of these rehabilitation techniques, recommendations have been developed for a maintenance schedule for pervious concrete installations. In most cases it was found that the three methods of maintenance investigated in this study typically resulted in a 200% or greater increase over the original infiltration rates of the pervious concrete cores. It is therefore recommended that as a general rule of thumb one or a combination of these rejuvenation techniques should be performed when the system infiltration rates are below 1.5 inches per hour to maintain the infiltration capability of pervious concrete pavements.
M.S.
Department of Civil and Environmental Engineering
Engineering and Computer Science
Civil Engineering MS
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Michener, John E. "Effects of Environmental Factors on Construction of Soil-Cement Pavement Layers." Diss., CLICK HERE for online access, 2008. http://contentdm.lib.byu.edu/ETD/image/etd2630.pdf.

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Carlson, Russell Edgar IV. "Feasibility of using 100% recycled asphalt pavement mixtures for road construction." Thesis, University of Iowa, 2014. https://ir.uiowa.edu/etd/1436.

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Recycled Asphalt Pavement (RAP) is the largest recycled good in the United States and 80 million tons are recycled yearly, saving taxpayers about $1.5 billion dollars. This paper explores the possibility of utilizing 100% RAP materials in asphalt pavement. Asphalt mixtures are produced at 135°C in a typical asphalt plant. However, at 135°C, not all binder from RAP materials may not become effective for coating aggregates. The main objective of the study is to determine the amount of effective binder available from RAP in the asphalt plant. The 100% RAP mixes have aged binder that can alter mix designs and interaction with virgin binder. In this study, to determine low temperature cracking resistance and fatigue performance, samples were prepared using a 100% RAP mix with no virgin binder and a 100% RAP mix with virgin asphalt binder to achieve the optimum binder content of the mix. Second, to determine the effectiveness of binder from RAP materials, compaction tests were performed by heating RAP materials at various temperatures. It was found that 100% RAP mixes cannot be feasible for field use if additional virgin binder is added to reach the optimum asphalt content. Based on limited test results, the low temperature grade was not within proper limits but the beam fatigue testing results were acceptable. Based on compaction test results, additional heating is needed to increase the effectiveness of asphalt binder from RAP materials.
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Books on the topic "Technology in the construction of a pavement"

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Quintus, H. L. Von. NDT technology for quality assurance of HMA pavement construction. Washington, D.C: Transportation Research Board, 2009.

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Maser, Kenneth R., Harold L. Von Quintus, Robert Edward Minchin, Brian D. Prowell, Soheil Nazarian, and Chetana Rao. NDT Technology for Quality Assurance of HMA Pavement Construction. Washington, D.C.: National Academies Press, 2009. http://dx.doi.org/10.17226/14272.

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Mallick, Rajib Basu. Pavement engineering: Principles and practice. Boca Raton: CRC Press, 2009.

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Papagiannakis, A. T. Pavement design and materials. Hoboken, NJ: John Wiley, 2007.

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Lavin, Patrick. Asphalt Pavements. London: Taylor & Francis Inc, 2004.

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Lavin, Patrick. Asphalt Pavements. London: Taylor & Francis Group Plc, 2004.

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Fortlage, C. A. Landscape construction. Aldershot: Gower, 1996.

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Elizabeth, Phillips, ed. Landscape construction. Brookfield, Vt: Gower, 1992.

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Smith, Kurt D. Portland cement concrete overlays: State of the technology synthesis. Washington, DC (400 Seventh Street, SW, Room 4410, Washington, DC 20590): Federal Highway Administration, Office of Acquisition Management, 2002.

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Papagiannakis, A. T. A review of crumb-rubber modified asphalt concrete technology. [Olympia]: Washington State Dept. of Transportation, 1995.

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Book chapters on the topic "Technology in the construction of a pavement"

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Salter, R. J. "Pavement Construction." In Highway Design and Construction, 193–219. London: Macmillan Education UK, 1988. http://dx.doi.org/10.1007/978-1-349-10067-5_7.

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Salter, R. J. "Pavement Maintenance." In Highway Design and Construction, 220–83. London: Macmillan Education UK, 1988. http://dx.doi.org/10.1007/978-1-349-10067-5_8.

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Salter, R. J. "Highway Pavement Materials." In Highway Design and Construction, 1–31. London: Macmillan Education UK, 1988. http://dx.doi.org/10.1007/978-1-349-10067-5_1.

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Salter, R. J. "Flexible Pavement Thickness Design." In Highway Design and Construction, 57–104. London: Macmillan Education UK, 1988. http://dx.doi.org/10.1007/978-1-349-10067-5_3.

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McLean, Will, and Pete Silver. "Construction Technology." In Environmental Design Sourcebook, 66–97. London: RIBA Publishing, 2021. http://dx.doi.org/10.4324/9781003189046-3.

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Singh, Jugmohan, Rajiv Kumar, and Akshay Choudhary. "Characterization of Cement Grouted Semi-flexible Pavement." In Advances in Sustainable Construction Materials, 143–53. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4590-4_15.

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Paniagua, Julio, Fabian Paniagua, Angel Mateos, John Harvey, and Rongzong Wu. "Design, Instrumentation and Construction of Bonded Concrete Overlays for Accelerated Pavement Testing." In The Roles of Accelerated Pavement Testing in Pavement Sustainability, 717–34. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-42797-3_47.

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Moore, David R. "Construction." In Green Energy and Technology, 87–104. Cham: Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-02478-3_6.

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Das, Animesh, and Aravind Krishna Swamy. "Reclaimed Waste Materials in Sustainable Pavement Construction." In Climate Change, Energy, Sustainability and Pavements, 419–38. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-662-44719-2_15.

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Cafiso, Salvatore Damiano, Brunella Capace, and Alessandro Di Graziano. "Performance Related Quality Assurance in Pavement Construction." In Lecture Notes in Civil Engineering, 470–79. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29779-4_46.

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Conference papers on the topic "Technology in the construction of a pavement"

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Kyriakou, Charalambos, and Symeon E. Christodoulou. "Detecting Pavement Patches Utilizing Smartphones Technology and Vehicles." In Lean and Computing in Construction Congress - Joint Conference on Computing in Construction. Edinburgh: Heriot-Watt University, 2017. http://dx.doi.org/10.24928/jc3-2017/0109.

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Yuan, Yuqing, Tao Guo, Haitao Wan, and Wei Li. "Construction Technology of APP Modified Asphalt for Pavement." In 2nd International Conference on Electronic and Mechanical Engineering and Information Technology. Paris, France: Atlantis Press, 2012. http://dx.doi.org/10.2991/emeit.2012.142.

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Liu, Kefei, and Yuzhi Li. "Pavement Performance of Epoxy Resin Concrete and Construction Technology on Steel Deck Pavement." In Second International Conference on Transportation Engineering. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41039(345)372.

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Barzegari, Saman, Shelley M. Stoffels, and Mansour Solaimanian. "Novel Application of Reclaimed Asphalt Pavement in Construction of New Cold Mix Pavements." In International Conference on Highway Pavements and Airfield Technology 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480946.009.

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Jia, Tong, Tie-Jun He, Zhen-Dong Qian, and Quan Hu. "A New Collaborative Positioning Technology for Pavement Construction Monitoring." In 19th COTA International Conference of Transportation Professionals. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482292.066.

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Liu, Zhaohui, Jianlong Zheng, and Jiusu Li. "Utilizing Technology of Recycled Aggregate Concrete for Pavement Construction." In GeoHunan International Conference 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41043(350)25.

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Bertulienė, Lina, and Aurimas Augutis. "Experimental Study for Asphalt Laying Using Control of Pavement Compaction Technology on Roads." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.133.

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Hot mix asphalt (HMA) is produced and laid at high temperature and therefore it is subjected to segregation due to differential cooling, which usually occurs during asphalt material transportation and road pavement construction. If mixing temperature is inconstant the degree of compaction may vary, and this will inevitably result in poor performance of the newly laid road pavement. This study describes factors influencing the quality of asphalt pavement construction and analyses results of repair of the selected road section using the solutions of the asphalt mix compaction control technology with the aim to increase the service life of road pavement and to reduce construction costs. Data were obtained by the asphalt pavement compaction control system TOPCON C-63A built in the HAMM company rollers HD- 75 and HD-120 used at the paving site, and by the TROXLER 3451 device used for the self-control density measuring tests. The data obtained enabled to determine the number of rolling passes, temperature differentials of asphalt pavement and pavement compaction.
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"Application of Colour Asphalt Pavement Technology in Municipal Road Construction." In 2018 7th International Conference on Advanced Materials and Computer Science. Clausius Scientific Press, 2018. http://dx.doi.org/10.23977/icamcs.2018.086.

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Xie, Yujian. "Construction Technology for Pavement and Subgrade of Settlement Road and Bridge." In 2016 International Conference on Civil, Transportation and Environment. Paris, France: Atlantis Press, 2016. http://dx.doi.org/10.2991/iccte-16.2016.31.

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Li, Hongzhi, and Jianlong Zheng. "Perfusion-Style Semi-rigid Pavement Design and Construction of Materials." In 2010 International Conference on Intelligent Computation Technology and Automation (ICICTA). IEEE, 2010. http://dx.doi.org/10.1109/icicta.2010.315.

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Reports on the topic "Technology in the construction of a pavement"

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Thompson, Marshall, and David Lippert. Flexible Pavement Design (Full-depth Asphalt and Rubblization): A Summary of Activities. Illinois Center for Transportation, July 2021. http://dx.doi.org/10.36501/0197-9191/21-021.

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This report summarizes activities undertaken to support and ensure that the Illinois Department of Transportation utilizes the best demonstrated available technology for design and construction of full-depth hot-mix asphalt (HMA) pavements and HMA pavements on rubblized Portland cement concrete pavement (PCCP). To achieve this goal, the researchers reviewed pavement design and special provisions for full-depth asphalt and rubblization projects as well as full-depth asphalt and rubblization project performance via condition surveys and deflection measurements. They also modified design inputs as needed from the review of literature and responded to specific issues related to full-depth asphalt and rubblization design and construction. The researchers studied 32 rubblization projects on the interstate system and found this rehabilitation technique is providing good to excellent performance that exceeds design expectations. They provided input on proposed changes to full-depth hot-mix asphalt pavement on rubblized PCCP specifications as well as provided input on the RoadTec 1105e material transfer device. Analysis of traffic speed deflectometer data obtained on several hot-mix asphalt and rubblized pavements resulted in the development of analysis algorithms.
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Mazari, Mehran, Siavash F. Aval, Siddharth M. Satani, David Corona, and Joshua Garrido. Developing Guidelines for Assessing the Effectiveness of Intelligent Compaction Technology. Mineta Transportation Institute, January 2021. http://dx.doi.org/10.31979/mti.2021.1923.

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Many factors affect pavement compaction quality, which can vary. Such variability may result in an additional number of passes required, extended working hours, higher energy consumption, and negative environmental impacts. The use of Intelligent Compaction (IC) technology during construction can improve the quality and longevity of pavement structures while reducing risk for contractors and project owners alike. This study develops guidelines for the implementation of IC in the compaction of pavement layers as well as performing a preliminary life-cycle cost analysis (LCCA) of IC technology compared to the conventional compaction approach. The environmental impacts of the improved construction process were quantified based on limited data available from the case studies. The LCCA performed in this study consisted of different scenarios in which the number of operating hours was evaluated to estimate the cost efficiency of the intelligent compaction technique during construction. The analyses showed a reduction in energy consumption and the production of greenhouse gas (GHG) emissions with the use of intelligent compaction. The LCCA showed that the use of IC technology may reduce the construction and maintenance costs in addition to enhancing the quality control and quality assurance (QC/QA) process. However, a more comprehensive analysis is required to fully quantify the benefits and establish more accurate performance indicators. A draft version of the preliminary guidelines for implementation of IC technology and long-term monitoring of the performance of pavement layers compacted thereby is also included in this report.
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Thompson, Marshall, and Ramez Hajj. Flexible Pavement Recycling Techniques: A Summary of Activities. Illinois Center for Transportation, July 2021. http://dx.doi.org/10.36501/0197-9191/21-022.

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Cold in-place recycling (CIR) involves the recycling of the asphalt portions (including hot-mix asphalt and chip, slurry, and cape seals, as well as others) of a flexible or composite pavement with asphalt emulsion or foamed asphalt as the binding agent. Full-depth reclamation (FDR) includes the recycling of the entire depth of the pavement and, in some cases, a portion of the subgrade with asphalt, cement, or lime products as binding agents. Both processes are extensively utilized in Illinois. This project reviewed CIR and FDR projects identified by the Illinois Department of Transportation (IDOT) from the Transportation Bulletin and provided comments on pavement designs and special provisions. The researchers evaluated the performance of existing CIR/FDR projects through pavement condition surveys and analysis of falling weight deflectometer data collected by IDOT. They also reviewed CIR/FDR literature and updated/modified (as appropriate) previously provided inputs concerning mix design, testing procedures, thickness design, construction, and performance as well as cold central plant recycling (CCPR) literature related to design and construction. The team monitored the performance of test sections at the National Center for Asphalt Technology and Virginia Department of Transportation. The researchers assisted IDOT in the development of a CCPR special provision as well as responded to IDOT inquiries and questions concerning issues related to CIR, FDR, and CCPR. They attended meetings of IDOT’s FDR with the Cement Working Group and provided input in the development of a special provision for FDR with cement. The project’s activities confirmed that CIR, FDR, and CCPR techniques are successfully utilized in Illinois. Recommendations for improving the above-discussed techniques are provided.
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Rollings, Raymond S. Substandard Materials for Pavement Construction. Fort Belvoir, VA: Defense Technical Information Center, September 1988. http://dx.doi.org/10.21236/ada199763.

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Freeman, Reed B., and William P. Grogan. Statistical Acceptance Plan for Asphalt Pavement Construction. Fort Belvoir, VA: Defense Technical Information Center, May 1998. http://dx.doi.org/10.21236/ada347907.

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Chang, Luh, Yu-Tzu Chen, and Sangwook Lee. Using Precast Concrete Panels for Pavement Construction in Indiana. West Lafayette, IN: Purdue University, 2004. http://dx.doi.org/10.5703/1288284313344.

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Kirby, Jeffrey G., E. W. East, and Bruce D. Dallman. Construction Technology Transfer Center. Fort Belvoir, VA: Defense Technical Information Center, December 1998. http://dx.doi.org/10.21236/ada359237.

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Sheard, Tim, Zine-el-abidine Benaissa, and Emir Pasalic. Domain Specific Language Construction Technology. Fort Belvoir, VA: Defense Technical Information Center, March 2000. http://dx.doi.org/10.21236/ada375724.

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Murtha, Joseph P. Advanced Construction Technology Research Equipment. Fort Belvoir, VA: Defense Technical Information Center, September 1992. http://dx.doi.org/10.21236/ada256919.

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Zhu, Karen. Utilizing GIS Technology to Improve INDOT Pavement Friction Data Management and Distribution. West Lafayette, IN: Purdue University, 2000. http://dx.doi.org/10.5703/1288284313462.

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