Relevant bibliographies by topics / Concrete construction quality

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Concrete construction quality'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 February 2022

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Journal articles on the topic "Concrete construction quality"

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Gjørv, Odd E. "Quality Control and Quality Assurance for Concrete Durability." Key Engineering Materials 711 (September 2016): 76–83. http://dx.doi.org/10.4028/www.scientific.net/kem.711.76.

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The durability of concrete structures in severe environments is not only related to design and materials but also to construction. Thus, much of the observed durability problems can be ascribed due to lack of proper quality control and quality assurance during concrete construction resulting in poorly achieved construction quality. Upon completion of new concrete structures, the achieved construction quality typically shows a high scatter and variability, and during operation of the structures, any weaknesses and deficiencies will soon be revealed whatever durability specifications and materials have been applied. To a certain extent, a probability approach to the durability design can accommodate the high scatter and variability. However, a numerical approach alone is insufficient for ensuring the durability; greater control and improvements in durability also require the specification of performance-based durability requirements which can be verified and controlled during concrete construction in order to achieve quality assurance. For new major concrete infrastructure, documentation of achieved construction quality and compliance to the durability specification should be essential parts of any rational approach to controlling and increasing the durability. In the present paper, a case study is presented which provides comparisons of work performed under performance and prescriptive durability specifications.
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Davidyuk, Artem, and Igor Rumyantsev. "Quality control of high-performance concrete in high-rise construction during operation." MATEC Web of Conferences 170 (2018): 01035. http://dx.doi.org/10.1051/matecconf/201817001035.

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With onset of the XXI century, the demand for construction of high-rise buildings with the load-bearing framework made of high-performance cast-in-situ concrete has increased many-fold in the construction sector. Specific features of the high-performance concrete of bearing structures in the situation of real operation of high-rise buildings are continuously studied by scientists and specialists all over the world, and regulatory and methodological documents are being complemented and adjusted. High-performance concretes and structures made of them possess some specific features that should be taken into account in quality control. The methods of concrete inspection and concrete strength evaluation described in GOST 18105 “Concretes. Guidelines on Testing and Evaluation of Strength” and GOST 22690 “Concretes. Evaluation of Strength by Mechanic Non-Destructive Test Methods” were written when precast reinforced concrete was predominantly used in the construction sector and were limited to the functions of intra-factory quality control of reinforced concrete products. At present, instruments for non-destructive testing using indirect methods are usually calibrated with the help of local destructions, as a rule, a pull out or rib shear test. The said methods are in fact indirect since they indicate the force of destruction of the surface layer of a structure.
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Chen, Yu, Cheng Zhu Yan, and Chao Ouyang. "Quality Control Measures of Concrete Work." Applied Mechanics and Materials 214 (November 2012): 460–63. http://dx.doi.org/10.4028/www.scientific.net/amm.214.460.

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Today's social engineering construction cannot be separated from the concrete, Concrete is a non-uniform brittle material, Concrete in the construction process will encounter many real problems. And this article is to discuss common quality problems in concrete construction, and to introduce effective control measures.
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Zhang, Jin Yang. "Commercial Concrete Quality Test." Applied Mechanics and Materials 193-194 (August 2012): 887–90. http://dx.doi.org/10.4028/www.scientific.net/amm.193-194.887.

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The appearance of commercial concrete has heightened architectural construction level, improved construction civilization and offered the guarantee of the popularization and application of new tech significantly. Meanwhile, its popularization has brought the issues of structural solid concrete strength test and early plastic cracks. Currently, the solution for commercial concrete structural strength test is mainly done by means of method of non-destructive test of core-drilling correction. Merely the primary analysis can be done over the early plastic cracks to find no reasonable explanation toward those cracks, nor define the responsibilities of the related subjectival responsible parts that cause the cracks.
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Cheng, Shao Tsai, and I. Tsen Liu. "Construction Technology for Improving Concrete Surface Quality." Applied Mechanics and Materials 353-356 (August 2013): 2803–7. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.2803.

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The reinforced concrete is widely used in the current building system; there are several finishing-free concrete surface techniques for the time being, but the undesirable phenomena affecting flatness and smoothness, such as air voids, pores, honeycombs and cold joints on the completed surface often appear. For this study, the Vibration Degassing Machine (VDM) was created and patented which is used to conduct the second partial ramming modification on the interfaces between concrete and formworks that eliminates the air voids on concrete surface efficiently and reduces the pits after removing formworks to enhance the smoothness on concrete surface which ideally presents the beauty of original design.
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Wang, Gui Ling, Ming Lei Ma, Dong Mei Miao, and Hong Juan Ma. "Pump Ability of Concrete Mixture Improvement Based on Rich Mortar Theory Testing Method." Applied Mechanics and Materials 472 (January 2014): 704–7. http://dx.doi.org/10.4028/www.scientific.net/amm.472.704.

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Ready-mixed concrete has gained more and more popularity in the construction projects in China. Long distance or high dislocation pump of concrete mixture is difficult to control the concrete quality , even more worse, the concrete may become drier or stocked during the pumping. How to improve the concretes pump ability is a major concern of the construction company. With the development of civil engineering, the building get much more higher and the bridge get much more longer, the pump ability of concrete matters the final product quality of the structure. This article proposed a comprehensive research on pump-ability of concrete mixture from the in field experiences by CCEED (China Construction Eighth Engineering Division).
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Sun, Li Gong. "Pump Concrete Construction Technology." Applied Mechanics and Materials 229-231 (November 2012): 2518–21. http://dx.doi.org/10.4028/www.scientific.net/amm.229-231.2518.

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In recent years, pump concrete construction technology is widely put in use because the modern architecture trends to over- height, large- span, and over-load. In the basis of the railway engineering examples, the thesis elaborates the ratio design of high-strength pump concrete, construction technology and quality control with reference to projects of the same kind.
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Kazlitina, O. V., Karina Y. Martynova, Artem K. Golubinsky, and S. A. Kazlitin. "Development of the Compositional Binder for Cement-Concrete Used in Monolithic Construction." Materials Science Forum 974 (December 2019): 9–13. http://dx.doi.org/10.4028/www.scientific.net/msf.974.9.

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One of the urgent problems of modern concrete science is the use and improvement of high-quality concrete. The emergence of such concretes has opened a new era in construction. Their unique properties are: high strength and corrosion resistance, water resistance and frost resistance, adjustable deformability. High-quality concretes provide high guaranteed parameters of the operational reliability of buildings and structures under the conditions of complex environmental effects and loads, significantly reduce construction time and reduce investment risks. One of the promising materials that allows you to ensure all of the above characteristics is fine-grained concrete based on a composite binder.
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Gudimettla, Jagan M., Michael F. Praul, and Jim Grove. "New Quality Assurance Tests for Building Quality Concrete Pavement." Transportation Research Record: Journal of the Transportation Research Board 2630, no. 1 (January 2017): 41–50. http://dx.doi.org/10.3141/2630-06.

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Concrete materials and paving technologies have evolved considerably during the past century. However, testing technologies for concrete during construction have not kept pace. Some of the tests that are routinely used are not necessarily performance indicators and some are not made in real time. Seven new technologies are presented that are simple, real-time, field implementable, and economical and in many cases are performance indicators. Although some of these technologies could be used during the mixture design stage, others could be used during construction and some for both purposes. These technologies can be used to supplement or, in some cases, to replace the traditional tests for paving concrete. The discussion focuses on three items: ( a) traditional tests for paving concrete, ( b) new tests and technologies that could be used to supplement or replace the traditional tests, and ( c) suggested future specifications. Data collected by the FHWA Mobile Concrete Laboratory from its technology implementation efforts are presented to support the narrative on the benefits of these new technologies.
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Li, Xiu. "The Quality Control on Shengmi Bridge Arch Rib Construction." Advanced Materials Research 1004-1005 (August 2014): 1464–67. http://dx.doi.org/10.4028/www.scientific.net/amr.1004-1005.1464.

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Introduced the essential construction craft of Nanchang Shengmi bridge (75+2×228+75m center bearing type steel tube concrete tie bar arched bridge). According to the construction craft and the quality specification request, discussed the steel arched bridge manufacture and the anticorrosion, the steel arched bridge rib erects, the steel arched bridge rib welding, the steel arched bridge in concrete configuration and the scene constructs, the steel tube protection coating construction, then proposed the construction quality control of large span steel tube concrete arch bridge. The conclusion of the article may be used at the similar steel tube concrete arched bridge construction.
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Dissertations / Theses on the topic "Concrete construction quality"

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Constantino, Obon Cesar Augusto. "Investigation of the maturity concept as a new quality control/quality assurance measure for concrete /." Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.

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Elimov, Radoslav. "The control of concrete quality during slipforming operations." Thèse, Université de Sherbrooke, 2003. http://savoirs.usherbrooke.ca/handle/11143/1751.

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The main objective of this thesis is to study, investigate and introduce new methods for testing and monitoring slipformed concrete and produce a numerical model to simulate the thermal behavior of the concrete during a slipforming operation. The goal is to make the slipforming technique more efficient and economical and therefore potentially more attractive to the construction industry. The attempt is to bring the slipforming operation from an area of experience and empirical science, closer to an area of scientific concrete technology. Of special interest is the monitoring and controlling of the slipform at the time the concrete is filling the form. The time at which the concrete is exposed below the forms must correspond to the concrete initial setting time. An experimental program was performed to obtain the best possible means to control the hardening of the slipformed concrete at an early age. The suitability and the validity of various methods for monitoring and testing the slipformed concrete were evaluated. The most suitable methods for slipforming concrete monitoring are the ones based on the monitoring of the setting time of the concrete. The testing of the development of compressive strength, and static and dynamic modulus did not prove to be practical. The"Rod Test" was confirmed to be a practical method. The ASTM C403 method can be used under controlled curing conditions on the mortar separated from the concrete for testing purposes. The"2[degree Celcius] temperature increase" method was confirmed to be accurate enough for the majority of the ambient temperatures experienced in Canada. However, measurements done at lower temperatures proved to produce less accurate results, and an appropriate improvement of this method has been proposed. A new proposed method for monitoring and testing of the slipforming concrete based on measurement of the electrical conductivity gave very good results due to the fact that the electrical conductivity of the fresh concrete significantly changes as hydration process develops. Electrical conductivity decreases drastically after the precipitation of portlandite. The drop in the electrical conductivity in the mixture or the break in the slope of the conductivity vs. time curves, are clearly visible."--Résumé abrégé par UMI.
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Akkinepally, Radha. "Quality control and quality assurance of hot mix asphalt construction in Delaware." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file 2.68Mb, 136p, 2005. http://wwwlib.umi.com/dissertations/fullcit/1428173.

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Solomons, Wesley John. "Investigating the impact of site activities and conditions on concrete quality of in-situ and precast construction methods." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/95942.

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Thesis (MEng)--Stellenbosch University, 2014.
ENGLISH ABSTRACT: Construction of structural concrete frames may take place by using either cast in-situ or precast methods. With the cast in-situ method, these elements are constructed on the construction site as needed. Precast construction on the other hand is more resembles a line. The elements are constructed in a precast yard in a systematic fashion and once completed, they are taken to the construction site where they are to be erected. This study identifies the aspects and attributes which influence the quality of concrete during the construction phase of these two construction methods. The study is independent from the conceptual or design phase. Information regarding these aspects and attributes were obtained from literature and from contractors in industry through interviews and site visits. The literature review also focuses on quality management techniques and factors that influence quality in the construction environment. The information obtained from the site visits and literature was used to design a survey which was sent out to a number of respondents. A comparison between in-situ and precast construction was made based on the results of the survey. The synthesis of the research findings can be used by project teams to help them decide on the choice between in-situ and precast construction. It was found that precast construction is better for durability, and fitness for purpose is less complex for the in-situ solution. Recommendations for future studies are provided at the end of the document.
AFRIKAANSE OPSOMMING: Konstruksie van beton struktuurrame kan plaasvind deur die gebruik van in-situ of voorafvervaardigde metodes. Met die in-situ metode, word hierdie elemente op die terrein gebou soos benodig. Tydens voorafvervaardigde konstruksie aan die ander kant is die konstruksie soortgelyk aan 'n produksielyn. Die elemente word gegiet in 'n voorafvervaardingsterrein in 'n sistematiese wyse, en sodra dit voltooi is, word dit na die konstruksie terrein geneem waar dit opgerig word. Hierdie studie identifiseer die aspekte en eienskappe wat 'n invloed op die kwaliteit van beton het tydens die konstruksiefase van hierdie twee konstruksie metodes. Die studie is onafhanklike van die konseptuele of ontwerp fases. Inligting rakende hierdie aspekte en eienskappe is verkry uit die literatuur en van kontrakteurs in die bedryf deur middel van onderhoude en besoeke. Die literatuur fokus ook op die gehalte, bestuurs-tegnieke en faktore van gehalte in die bou-omgewing. Die inligting is verkry deur ‘n vraelys wat aan 'n aantal respondente gestuur is. 'n Vergelyking tussen in-situ en voorafvervaardigde konstruksie is vervolgens gemaak op grond van die resultate van die opname. Die sintese van die bevindinge kan gebruik word deur projek spanne om hulle te help besluit oor die keuse tussen in-situ en voorafvervaardigde konstruksie. Die resultate dui daarop dat voorafvervaardigde konstruksie beter is vir duursaamheid, maar passing op terrein is minder kompleks vir die in-situ oplossing. Aanbevelings vir toekomstige ondersoeke word aan die einde van die studie gemaak.
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Vidalis, 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.

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Pathomvanich, Sutharin. "Assessment of the effectiveness of quality assurance construction specifications for asphaltic concrete pavement." [Florida] : State University System of Florida, 2000. http://etd.fcla.edu/etd/uf/2000/ane5963/SPdissert.PDF.

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Thesis (Ph. D.)--University of Florida, 2000.
Title from first page of PDF file. Document formatted into pages; contains xvii, 211 p.; also contains graphics. Vita. Includes bibliographical references (p. 205-210).
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Deese, Gregory Gene. "Slurry sand content and concrete interaction in drilled shaft construction." [Tampa, Fla.] : University of South Florida, 2004. http://purl.fcla.edu/fcla/etd/SFE0000500.

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McCune, David Thomas. "Manufacturing Quality of Carbon/Epoxy IsoTruss (R) Reinforced Concrete Structures." Diss., CLICK HERE for online access, 2005. http://contentdm.lib.byu.edu/ETD/image/etd753.pdf.

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Winninge, Alexander, and Johan Rülcker. "Systematiskt förbättringsarbete för minskning av kvalitetsbristkostnader : En fallstudie inom industriellt byggande." Thesis, Luleå tekniska universitet, Institutionen för ekonomi, teknik och samhälle, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-73777.

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Byggindustrin har problem med stora kvalitetsbristkostnader, förutom att organisationer jobbar på ett reaktivt sätt gällande kvalitet identifieras sällan rotorsaken till uppkomna kvalitetsbristkostnader. Tillverkningsindustrin har under många år jobbat med att komma till bukt med kvalitetsbrister och har utvecklat metoder för att förebygga uppkomsten av kvalitetsbrister. Förbättringsmetoder som DMAIC och PDCA anses vara generella metoder som är lämpade för alla organisationer och industrier. Trots att dessa metoder påvisats ha positiv verkan för organisationers kvalitetsarbete finns det enligt akademiska skrifter brist på systematiska arbeten mot bättre kvalitet inom byggindustrin. För att undersöka och testa systematiskt förbättringsarbete inom byggindustrin utfördes en fallstudie på ett företag inom industriellt byggande. Fallföretaget för studien producerade prefabricerade betongelement. Genom att utföra ett DMAIC-projekt på Fallföretaget undersökte studien möjligheten att applicera metodiken och dess verktyg. Studien utgick från en kategorisering av Fallföretagets kvalitetsbristkostnader för att finna områden för förbättring. Syftet med studien var således att undersöka möjligheten att använda kategorisering av kvalitetsbristkostnader som avstamp för systematiskt förbättringsarbete inom industriellt byggande. Genom kategoriseringen av kvalitetsbristkostnader kunde studien använda paretodiagram för att finna de största kostnaderna för företaget. Utifrån de mest kostsamma kvalitetsbristerna undersöktes dess härkomst genom produktionsmätningar. Från produktionsmätningarna upprättades styrdiagram och en duglighetsanalys utfördes. Genom produktionsmätningarna konstaterades att de kvalitetsbristkostnader som kategoriserats hade delvis inte sin uppkomst i produktionen. Därav misstänktes bristfälliga processer innan produktion som eventuell orsak till kvalitetsbristkostnaderna. Utifrån studien presenterades olika rekommendationer som delades upp i produktionsförbättringar och organisationsförbättringar. Organisationsförbättringarna berörde de kringliggande processerna som inte är en del av produktionen. Förslagen var att investera i teknik för kvalitetssäkring av produkterna i produktion. Studien rekommenderade även förslag på förbättringar som inte krävde investering. Så som referensmätningar och formjusteringar samt visuell styrning och planering. På organisationsförbättringar rekommenderades att utveckla och strukturera projektledningsprocessen och konstruktionsprocessen, vilket var de processer som identifierats som potentiella källor till kvalitetsbristkostnaderna. Studien kunde genom insamlade data i form av intervjuer och observationer tillsammans med en litteraturstudie konstatera att byggindustrin idag arbetar på ett reaktivt sätt med kvalitet. Därav förespråkar studien att byggindustrin arbetar med ett mer förbyggande arbetssätt för att nå kvalitet. Studien kunde även konstatera att ett DMAIC-projekt med utgångspunkt att kategorisera kvalitetsbristkostnader bidrar till att finna förbättringsområden för en organisation inom industriellt byggande. Arbetet i sin helhet bidrar även till att skapa en bättre förståelse för hur kvalitetsarbete kan appliceras inom industriellt byggande.
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Khalifeh, Ihssan. "Internship in pavement construction: analyzation of hot bituminous mixtures design, formulation, placement and quality control." Master's thesis, Universidade de Aveiro, 2017. http://hdl.handle.net/10773/21945.

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Mestrado em Engenharia Civil
Este trabalho prático baseia-se em observações realizadas sobre a execução de pavimentos rodoviários, a realizar por uma das empresas portuguesas especializadas nesta área de construção. O trabalho inclui três fases essenciais da indústria rodoviária, nomeadamente: design e produção de misturas betuminosas a quente, aplicação de misturas (construção de pavimentos) e controlo de qualidade. Cada fase é discutida em detalhe para fornecer o melhor entendimento possível sobre este tópico de acordo com a inspeção do local. Assim, permite dar uma boa compreensão sobre o trabalho, que estuda em detalhes todos os aspectos relacionados com a fabricação de misturas betuminosas a quente, bem como a sua aplicação em pavimentos rodoviários de acordo com uma série de circunstâncias impostas pela situação prática da obra, além de garantia de controle de qualidade.
This practical work is based on observations conducted over the execution of road pavements, to be held by one of the specialized Portuguese companies in this area of construction. The work includes three crucial phases of the road industry, namely: hot bituminous mixtures design and production, mixture application (pavement construction) and quality control. Each phase is discussed in detail to provide the best possible understanding over this topic in accordance with the site inspection.Thus, it aims to provide a good comprehension about the work, which studies in detail every aspect related to the fabrication of hot bituminous mixtures, as well as its application in road pavements according to a number of circumstances imposed by the practical situation of the construction site in addition to quality control assurance.
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Books on the topic "Concrete construction quality"

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Currie, R. J. Carbonation depths in structural-quality concrete: An assessment of evidence from investigations of structures and from other sources. Watford: Building Research Establishment, 1986.

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National Council for Cement and Building Materials (India) and Cement Manufacturers' Association (India), eds. Energy, environment, and quality in cement and construction industry. New Delhi: National Council for Cement and Building Materials, 2002.

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transports, Québec (Province) Ministère des. Béton de ciment: Guide de contrôle technique. Québec: Gouvernement du Québec, Ministère des transports, 1989.

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Québec, Gouvernement du Québec Ministère des transports, and Gouvernement du Québec Ministère des transports Québec. Béton de ciment: Guide de contrôle technique. Québec: Gouvernement du Québec, Ministère des transports, 1992.

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Neville, Gerald B. Concrete manual: 2009 IBC and ACI318-08 : concrete quality and field practices. Country Club Hills, Ill: ICC Publications, 2010.

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American Concrete Institute. Committee 311. Guide for concrete inspection. Farmington Hill, Mich: American Concrete Institute, 2000.

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International, Conference on High-Performance Concrete and Performance and Quality of Concrete Structures (3rd 2002 Recife Brazil). High performance concrete: Performance and quality of concrete structures : proceedings, Third International Conference. Farmington Hills, Mich: American Concrete Institute, 2002.

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L, Taerwe, and Lambotte H, eds. Quality control of concrete structures: Proceedings of the International Symposium held by RILEM ... Ghent June 12-14, 1991. London: E & FN Spon, 1991.

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International ACI/CANMET Conference on Quality of Concrete Structures and Recent Advances in Concrete Materials and Testing (2005 Olinda, Brazil). Quality of concrete structures and recent advances in concrete materials and testing: An international conference honoring V. Mohan Malhotra. Edited by Malhotra V. M and Helene Paulo R. L. Farmington Hills, Mich: American Concrete Institute, 2005.

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Fanella, David Anthony. Reinforced concrete structures: Analysis and design. New York: McGraw-Hill, 2011.

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Book chapters on the topic "Concrete construction quality"

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Surahyo, Akhtar. "Achieving Quality in Concrete Construction." In Concrete Construction, 287–302. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10510-5_13.

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Jindal, Abhishek. "Performance Studies of Pavement Quality Concrete Mix Incorporating Beneficiated Recycled Concrete Aggregates." In Advances in Sustainable Construction Materials, 87–99. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4590-4_10.

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Wu, Wen Gui, Qing Xia Gu, Jun Wang, Tie Ming Wu, Huai Li Lin, Ke Ping Sun, and Qing Li. "Construction and Quality Control of Concrete Using Barite as Aggregate." In Environmental Ecology and Technology of Concrete, 462–69. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.462.

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Yu, Mingdong, and Xiaojiang Hong. "Construction Quality Inspection Method of Building Concrete Based on Big Data." In Lecture Notes of the Institute for Computer Sciences, Social Informatics and Telecommunications Engineering, 11–21. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-36405-2_2.

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Cerqueira, Niander Aguiar, Victor Barbosa de Souza, Afonso Garcez de Azevedo, Anna Carolina Lopes Rabello, Renan Tavares Vicente, Amanda Camerini, and André Raeli Gomes. "Evaluation of the Quality of Concrete with Waste of Construction and Demolition." In The Minerals, Metals & Materials Series, 515–21. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-72484-3_54.

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Puneeth, H. C., S. P. Mahendra, M. Rohith, and K. Naveenkumar. "Replacement of Fine Aggregates by Recycled Construction and Demolition Waste in Pavement Quality Concrete." In Lecture Notes in Civil Engineering, 685–95. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_61.

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Soshiroda, T., K. Hayakawa, K. Yoda, and M. Tanaka. "Effects of Cellulose Ether on Homogeneity of Concrete in Structures — Relating Quality Variations and Construction Joints." In Adhesion between polymers and concrete / Adhésion entre polymères et béton, 125–33. Boston, MA: Springer US, 1986. http://dx.doi.org/10.1007/978-1-4899-3454-3_14.

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"Construction Quality Control." In Concrete and Steel Construction, 143–212. CRC Press, 2013. http://dx.doi.org/10.1201/b16310-8.

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"Steel Structure Quality Control." In Concrete and Steel Construction, 241–88. CRC Press, 2013. http://dx.doi.org/10.1201/b16310-10.

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"Achieved construction quality." In Durability Design of Concrete Structures in Severe Environments, 158–60. CRC Press, 2009. http://dx.doi.org/10.4324/9781482265903-13.

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Conference papers on the topic "Concrete construction quality"

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Lee, Sang Gyu, and Miroslaw Jan Skibniewski. "Monitoring of Concrete Placement and Vibration for Real-Time Quality Control." In Creative Construction Conference 2019. Budapest University of Technology and Economics, 2019. http://dx.doi.org/10.3311/ccc2019-011.

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Sanboskani, Hala, Namho Cho, Mounir El Asmar, and Shane Underwood. "Evaluating the Ride Quality of Asphalt Concrete Pavements Delivered Using Design-Build." In Construction Research Congress 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481295.043.

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Chen, Qiang, and Yujie Chen. "Construction Material Concrete Quality Detection Method based on Ultrasonic Tomography Technology." In 2020 IEEE International Conference on Industrial Application of Artificial Intelligence (IAAI). IEEE, 2020. http://dx.doi.org/10.1109/iaai51705.2020.9332895.

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Liu, Xiao. "The Mass Concrete Construction Methodology Exploring and Practice for Ensuring Quality Applied in the First AP1000 Project." In 18th International Conference on Nuclear Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/icone18-29656.

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With the research and development of nuclear power conception engineering and the requirement of structural integrity & durability, mass concrete structure was adopted more frequently in nuclear power construction project engineering. It caused that the construction requirements were more strictly on how to ensure construction quality of mass concrete for the nuclear power project which related to the nuclear safety at the first AP1000 plants in the world. Facing this challenge, exploring and practicing activities were taken on how to ensure mass concrete construction quality for the first AP1000 unit at Sanmen site with the considering of the quantity of concrete more than 2000 cubic meters with single pour seldom applied on nuclear power project. Based on the analysis and calculation factors which influence the mass concrete quality, the measurement and methodology system of mass concrete quality assurance was developed through the path of administration and technical. Success experience obtained and the preset quality realized through several mass concrete project construction activities on site. This thesis mainly introduce the detailed measurements explored and practiced for ensuring mass concrete construction quality at Sanmen nuclear power project construction site. The success experiences were generalized and summarized.
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Shibuya, Akari, Shinya Kitagawa, and Takeshi Iyoda. "The effects of formwork types and curing period on the concrete surface quality." In Fifth International Conference on Sustainable Construction Materials and Technologies. Coventry University and The University of Wisconsin Milwaukee Centre for By-products Utilization, 2019. http://dx.doi.org/10.18552/2019/idscmt5061.

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Alzraiee, Hani, Robert Sprotte, and Andrea Leal Ruiz. "Quality Control for Concrete Steel Embed Plates using LiDAR and Point Cloud Mapping." In 37th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 2020. http://dx.doi.org/10.22260/isarc2020/0101.

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Man-Li, Tian, and Wang Jie. "Construction Quality Evaluation Model of Concrete Pouring based on Support Vector Machine." In 2020 IEEE International Conference on Industrial Application of Artificial Intelligence (IAAI). IEEE, 2020. http://dx.doi.org/10.1109/iaai51705.2020.9332877.

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Takada, Tomonori, Yoshifumi Nakagawa, and Masaru Uchida. "RCCP Travelling Continuous Measurement System - Concrete Quality Control System of Using Scattered RI method." In 9th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 1992. http://dx.doi.org/10.22260/isarc1992/0043.

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Kudyakov, A., I. Prischepa, D. Kiselev, and B. Prischepa. "Quality control of concrete at the stage of designing its composition and technology." In ADVANCED MATERIALS IN TECHNOLOGY AND CONSTRUCTION (AMTC-2015): Proceedings of the II All-Russian Scientific Conference of Young Scientists “Advanced Materials in Technology and Construction”. AIP Publishing LLC, 2016. http://dx.doi.org/10.1063/1.4937886.

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Liu, Xiaohua, Xiaofang Li, and Shidan He. "Discussion on Fuzzy Synthetical Evaluation for Engineering Construction Quality of Prestressed Concrete Structural." In International Conference on Education, Management, Computer and Society. Paris, France: Atlantis Press, 2016. http://dx.doi.org/10.2991/emcs-16.2016.389.

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Reports on the topic "Concrete construction quality"

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Qamhia, Issam, and Erol Tutumluer. Review of Improved Subgrade and Stabilized Subbases to Evaluate Performance of Concrete Pavements. Illinois Center for Transportation, May 2021. http://dx.doi.org/10.36501/0197-9191/21-016.

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This report presents findings on the evaluation of foundation layers under concrete pavements in the state of Illinois. It also provides recommendations and scenarios where unbound granular layers can be safely used under concrete pavements as economical and well-performing subbase layers. The current practice and mechanistic design methods for constructing concrete pavements in Illinois was first evaluated, including historical studies that led to the current design procedures and policies. The performance of concrete pavements with unbound granular layers in Illinois were then evaluated, and several case studies of well-performing concrete pavements with granular subbases, high traffic levels, and low distress levels and severity were realized. Next, the practices of surrounding states were evaluated, and several Midwest states, i.e., Wisconsin, Minnesota, Iowa, and Michigan, were found to regularly use unbound granular layers under concrete pavements with no issues. A literature review on the most recent requirements and recommendations for designing granular subbases under concrete pavements was then presented. It is concluded that subbase layers under concrete pavements are mainly used to provide uniform support and prevent pumping. Based on the case study evaluations and literature, a stable, drainable, and durable daylighted granular subbase design is recommended for traffic factors up to 10.0. Stability is ensured by limiting the ratio of gravel-to-sand fractions in the aggregate mix between 1.3 and 1.9. Drainability requirements can be met by limiting the percentage of fines passing the No. 200 sieve (0.075 mm) to 4% and by checking the quality of drainage is at least fair based on the time required to drain 50% of the water. Lastly, a geotextile fabric is recommended for use below the granular subbase for separation to ensure drainability throughout design life.
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