Relevant bibliographies by topics / Concrete construction

Academic literature on the topic 'Concrete construction'

Author: Grafiati
Published: 4 June 2021
Last updated: 29 July 2024

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Journal articles on the topic "Concrete construction"

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Hubáček, Adam, and Rudolf Hela. "Concrete with High Content of Fly Ash Intended for Constructions with Long Durability." Solid State Phenomena 249 (April 2016): 21–27. http://dx.doi.org/10.4028/www.scientific.net/ssp.249.21.

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The article deals with theme of high fly ash content concretes intended for long life constructions. Considering the still growing consumption of fly ash in construction concretes it is a live theme in the Czech Republic and abroad as well. The emphasis will be laid namely on characteristics and requirements for fresh concrete intended for construction of these specific concrete constructions. They are for instance waterproof constructions, tunnel linings, concretes for bridge and road constructions etc. Also the hardened concrete properties like compressive strength, resistance to pressure water, durability and further necessary parameters for obtainment of required properties of these concretes will be monitored.
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Pani, Luisa, Lorena Francesconi, James Rombi, Fausto Mistretta, Mauro Sassu, and Flavio Stochino. "Effect of Parent Concrete on the Performance of Recycled Aggregate Concrete." Sustainability 12, no. 22 (November 12, 2020): 9399. http://dx.doi.org/10.3390/su12229399.

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Recycling concrete construction waste is a promising way towards sustainable construction. Indeed, replacing natural aggregates with recycled aggregates obtained from concrete waste lowers the environmental impact of concrete constructions and improves natural resource conservation. This paper reports on an experimental study on mechanical and durability properties of concretes casted with recycled aggregates obtained from two different parent concretes, belonging to two structural elements of the old Cagliari stadium. The effects of parent concretes on coarse recycled aggregates and on new structural concretes produced with different replacement percentages of these recycled aggregates are investigated. Mechanical properties (compressive strength, modulus of elasticity, and splitting tensile strength) and durability properties (water absorption, freeze thaw, and chloride penetration resistance) are experimentally evaluated and analyzed as fundamental features to assess structural concrete behavior. The results show that the mechanical performance of recycled concrete is not related to the parent concrete characteristics. Furthermore, the resistance to pressured water penetration is not reduced by the presence of recycled aggregates, and instead, it happens for the chloride penetration resistance. The resistance to frost–thawing seems not related to the recycled aggregates replacement percentage, while an influence of the parent concrete has been assessed.
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Kieslich, Hubertus, and Klaus Holschemacher. "Composite Constructions of Timber and High-Performance Concrete." Advanced Materials Research 133-134 (October 2010): 1171–76. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.1171.

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Currently Timber-Concrete Composite (TCC) Constructions are often applied for strengthening existing timber beam slabs. The load bearing capacity of the composite construction is primarily affected by the material properties of the timber beam and the concrete slab. But the type of bond between both parts is also of high importance. The concrete slab has to perform several tasks, not only in load carrying direction of the ceiling but also perpendicular to the direction of span or for stiffening the whole building. These tasks will be pointed out in this paper. Furthermore the working process (easy workable mixture and exchange of conventional reinforcement) and the dead load of the construction are of particular interest in the field of redevelopment. Several innovative concretes have been verified for the use in TCC constructions. Regarding their fresh and hardened concrete properties, they all can be described as High Performance Concretes (HPC). In this paper Self Compacting Concrete (SCC), Fiber Reinforced Concrete (FRC), Structural Lightweight Concrete (SLWC), High Strength Concrete (HSC) or combinations of them will be focused. Especially the advantages but also the disadvantages of innovative concretes for the use in TCC will be presented as well as the results of some experimental investigations.
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Kurpińska, Marzena, Beata Grzyl, and Adam Kristowski. "A Study on Fibre-Reinforced Concrete Elements Properties Based on the Case of Habitat Modules in the Underwater Sills." Polish Maritime Research 27, no. 1 (March 1, 2020): 143–51. http://dx.doi.org/10.2478/pomr-2020-0015.

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AbstractHydrotechnical constructions are mostly objects functioning in extreme conditions and requiring a custom-made construction project. In the case of using prefabricated elements, it is required to develop production, transport, assembly, conservation and repair technology. Concerning the problem of concrete cracks, modern repair systems allow positive effects to be achieved in many cases of concrete elements repair. In this work an attempt has been made to assess the properties of concrete, situated in the Baltic Sea environment, in which traditional rebar was partly replaced by dispersed fibre-phase. Fibre-reinforced concrete belongs to the group of composite materials. The presence of fibres helps to increase the tensile strength, flexural strength and resilience and also prevents the appearance of cracks. In the given paper we will also discuss basic parameters of steel and polymer fibres and the influence of both types of fibres on the maturing and hardened concrete. In this work special attention has been paid to the advantages of polypropylene and polymer fibres with regard to commonly-known steel fibres. The use of synthetic fibres will be advantageous in constructions where the reduction of shrinkage cracks and high resilience are essential. On top of that, the use of synthetic fibres is highly recommended when constructing objects that will be exposed to the impact of an aggressive environment. Undoubtedly, polymer fibres are resistant to the majority of corrosive environments. Fibre-reinforced concretes are a frequently implemented construction solution. The possibility of concrete modification allows the emergence of new construction materials with improved physical-mechanical properties, under the condition of being applied relevantly.
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Koroleva, O. I., V. S. Orlov, and P. A. Shustov. "Improving concrete quality for transport construction." Journal «Izvestiya vuzov Investitsiyi Stroyitelstvo Nedvizhimost» 13, no. 3 (October 17, 2023): 492–500. http://dx.doi.org/10.21285/2227-2917-2023-3-492-500.

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The creation of a transport network with high performance characteristics of the roadbed is an urgent task in the field of road construction. Foreign practice in the construction and operation of such facilities indicates the need for research studies aimed at obtaining an optimal concrete stone structure by optimizing the concrete composition (controlling the concrete mixture properties at the microlevel) and using state-of-the-art complex additives. The technological properties of concrete mixture and concrete were studied in accordance with the requirements of the current regulatory documentation using verified equipment. The compressive strength of concrete was determined using an MS2000 testing machine (with a measuring range of up to 2000 kN and a loading error of no more than 1%). The abrasion level was estimated by the loss of the sample mass during operation of an LKI-3 device (abrasion disc). The mass water absorption was determined by variations in the sample mass during water saturation. The article presents the physical and mechanical characteristics of heavy concrete (strength, abrasion, water absorption) obtained using TechniFlow-61, TechniFlow-178 PRO, and PowerFlow-3100 additives. The results indicate the positive effect of the above additives, which can be used to decrease the water-cement ratio for obtaining concrete mixtures of a given mobility, produce concretes of a denser structure, and reduce the number of open pores. The conclusion is made about the effectiveness of new-generation additives with plasticizing and water-reducing agents for improving the technological properties of concrete mixtures, as well as the physical and mechanical characteristics of the resultant concretes.
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Kazaryan, Ryben R., and Vitaly A. Khvan. "Technological Processes for Manufacturing Cellular Concrete Products for Construction." Materials Science Forum 931 (September 2018): 634–39. http://dx.doi.org/10.4028/www.scientific.net/msf.931.634.

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Cellular concrete occupies one of the leading places in world practice of a high-rise construction as the constructional heat-insulating material used in case of construction and reconstruction of buildings and constructions of different purpose. In this artificial stone construction material pores (air cells with diameter 0.1-3.0mm) are distributed rather regularly and occupy from 20 to 90% of amount of concrete, providing high heatphysical qualities (coefficient of heat conductivity of 0.07-0.2 W/ms) that allows cellular concrete houses to keep heat well. Excessive (reserve) porosity of cellular concrete provides its frost resistance (compensates expansion of water when freezing and the formed ice without material destruction). Vapor permeability of cellular concrete provides fast removal of technological moisture from material and maintenance of normal moisture conditions in rooms, and rather high air permeability promotes preserving in rooms of fresh air. Significant growth in production the cellular concrete of products is caused by use of rather simple technologies allowing (due to change of degree of porosity and properties of interstitial material) to receive cellular concrete for thermal insulation or sound insulation, to make wall constructional heat-insulating products with a density 250-1200 kg/ m3 and strength of a 1-25 MPa.
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Kastornykh, Lubov, Mikhail Kholodnyak, Igor Osipchuk, and Alexander Kaklyugin. "Modified Concrete Mixes for Monolithic Construction." Materials Science Forum 1043 (August 18, 2021): 81–91. http://dx.doi.org/10.4028/www.scientific.net/msf.1043.81.

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The effect of the multifunctional supplement Linamix PCX and mineral fillers of microsilica and expanded clay dust on the characteristics of concrete mixtures pumped by concrete pumps is investigated. The evaluation of highly mobile and self-compacting concrete mixtures’ properties was carried out according to pumpability criteria that simulate the elastic-viscous structured system flow. The physical and mechanical characteristics of the hardened concrete were determined using standard and generally accepted methods. The ability of the modified concrete to resist tensile stresses was determined by the crack resistance coefficient. The water-reducing efficiency of the superplasticizer was evaluated by the specific consumption of cement per unit of concrete strength. The performed studies have established that the polyfunctional superplasticizer Linamix PCX is an effective modifier of concrete mixtures, rheologically compatible with cements of various material composition. A significant effect of the fine aggregate grain size composition on the properties of highly mobile concrete mixtures and the formation of the hardened concrete structure has been revealed. Evaluation of the modified concretes’ strength characteristics showed that it is rational to use the mixtures with Linamix superplasticizer PCX and microsilica, providing high strength concrete with a minimum specific consumption of cement for concreting massive monolithic structures in order to slow down heat generation during concrete hardening.
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Jain, Abhishek. "Polymer Concrete: Future of Construction Industry." International Journal of Scientific Research 2, no. 11 (June 1, 2012): 201–2. http://dx.doi.org/10.15373/22778179/nov2013/64.

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Mahmood, Hersh F., Hooshang Dabbagh, and Azad A. Mohammed. "Fresh, Mechanical, and Durability Properties of Concrete Contains Natural Material as an Admixture, an Overview." Journal of Studies in Science and Engineering 2, no. 3 (September 18, 2022): 66–86. http://dx.doi.org/10.53898/josse2022235.

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Nowadays, the performance criteria for concrete construction are moving toward eco-efficiency, which is a method of producing highly durable and environmentally friendly concrete while minimizing both manufacturing costs and environmental load. Admixtures are commonly used in all concrete construction; however, some of them are harmful to human health and cause leaching, which is responsible for environmental pollution. On this principle, one of the eco-efficiency method's techniques is to use natural materials as additives in concrete. The paper continues to discuss the experi-mental data generated at the author's laboratory as part of exploratory work on the use of natural materials and their impact on the properties of cement, mortars, and concretes in terms of improving fresh, mechanical, and durability properties of concrete , The paper concludes that the observed impacts of using these natural material additions on the properties of mortar and concrete will motivate greater research in these areas, thereby improving the sustainability of concrete constructions.
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Žiogas, Vigantas Antanas, Svajūnas Juočiūnas, and Giedrius Žiogas. "HYDROTECHNICAL CONCRETE WITH LOCAL AGGREGATES AND THEM USING FOR MONOLITHIC STRUCTURES." Engineering Structures and Technologies 1, no. 2 (June 30, 2009): 102–10. http://dx.doi.org/10.3846/skt.2009.13.

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The article discusses the technological peculiarities of construction monolithic hydrotechnical concrete structures, use of local aggregates for producing special concretes, methods of determining water impermeability of concretes as well as the evaluation of the methods mentioned above. The article presents the requirements for the granulometric composition of aggregate mixes for the production of flowing concrete mixes used for the construction of monolithic hydrotechnical structures. The possibilities and expediency of using local crushed gravel with increased amounts of weak particles for hydrotechnical structures are discussed. The mass loss of weak particles is slight compared with the whole mass of aggregates, and the total mass loss of crushed gravel it occurs due to micro-cracks present in particles. The frost resistance mark of crushed gravel and its suitability for hydrotechnical concretes should be determined by evaluating the amount of weak particles and their frost resistance. The article discusses concrete impermeability data received by means of two methods (according to LSTST 1974:2005 and LSTST EN 12390–8 requirements). Theoretical water penetration depths have been calculated. Determination of water impermeability according to LSTST 1974:2005 is recommended for C25/30 and lower compressive strength class concretes with W≤8. The LSTST EN 12390–8 water impermeability determina-tion method is recommended for C25/30 and higher compressive strength class concretes whose water impermea-bility mark is W≥8. For the construction of certain hydrotechnical structures water impermeable concretes whose water penetration depth should not exceed 20mm are recommended for use instead of the W6 and W8 concretes. Technological peculiarities and potential technological-organizational solutions for high walls of a water treatment plant have been discussed. The analysis of potential concreting methods of the reservoir’s high walls has been made as well as that of the key parameters of the continuous concreting process and their interaction. Dependences for the estimation of continuous concreting volumes and permissible concreted segment lengths have been proposed by evaluating the beginning of the intensive formation structure of concrete, number of layers in the height of the concreted wall and concreting intensity.
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Dissertations / Theses on the topic "Concrete construction"

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Leung, Chun-yu Cliff, and 梁鎮宇. "Performance of in-situ concrete stitches in precast concrete segmentalbridges." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B49617758.

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Multi-span precast concrete segmental bridges are commonly constructed using the balanced cantilever method, which essentially involves sequentially extending precast segments outwards from each pier in a balanced manner. A gap of 100 to 200 mm wide is usually provided around the mid-span location between the last two approaching segments to facilitate erection. In-situ concrete is then cast to ‘stitch’ the segments together, thus making the bridge deck continuous. In the current practice, the in-situ concrete stitches are usually designed to be capable of sustaining considerable sagging moment but only minimal hogging moment. Failure of stitches may occur under exceptional circumstances that may potentially trigger a progressive collapse. However, relatively little research in this area has been carried out. In view of this, the author is motivated to undertake an extensive study of the behaviour of in-situ concrete stitches and the effects of their performance on the robustness of typical segmental bridges. Experimental study is carried out to examine the behaviour of in-situ stitches under different combinations of internal forces. Series of stitch specimens of different configurations are tested. Subsequent parametric studies are conducted numerically to examine the effects of various parameters on the load-displacement characteristics of the stitches. Formulae for strength estimation are proposed based on the results. A study of robustness involves analyzing the collapse behaviour of a structure in an extreme event and the analysis should be carried out up to and then well beyond the state of peak strength of structural members. A finite element programme for post-peak analysis is therefore developed for the present study. As the ability of a member section to sustain large inelastic deformation can ultimately affect the robustness of a structure, an investigation is conducted to examine the effects of steel content, yield strength and prestressing level on the ductility and deformability of prestressed concrete sections. Using the programme developed, the formation of collapsing mechanisms of a multi-span segmental bridge deck in an extreme event is examined. A typical bridge deck is subject to prescribed accidental load on its span in order to analyze the sequence of failure. Substantial redistribution of internal forces along the deck is observed as failures initiate, thus causing subsequent failures of other deck sections even though they have been designed to resist the internal forces at the ultimate limit state. The results indicate that any span of a multispan bridge may become a temporary end-span in the event of collapse of an adjacent span and the strength of the sections must be designed accordingly to prevent progressive failure. As a span becomes a temporary end-span, the in-situ concrete stitches may experience substantial moment and shear, and their failure could potentially trigger progressive collapse of the entire bridge deck. Towards the end of the thesis, important design considerations that can enhance the performance of in-situ concrete stitches and robustness of precast concrete segmental bridges are presented.
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Dardis, Joseph M. "Recycling Concrete for Sustainable Construction." Cleveland State University / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=csu1364039160.

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Visagie, Madeleine. "The effect of microstructure on the properties of foamed concrete." Diss., Pretoria : [s.n.], 2000. http://upetd.up.ac.za/thesis/available/etd-01122007-171046/.

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Mahjoub-Moghaddas, Hamid. "Tensile and shear impact strength of concrete and fibre reinforced concrete." Thesis, Cardiff University, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.261439.

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Ho, Ching-ming Johnny, and 何正銘. "Inelastic design of reinforced concrete beams and limited ductilehigh-strength concrete columns." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B27500305.

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Shurafa-Daoudi, Mohamed Tarek Suleiman. "Wick action in concrete." Thesis, Imperial College London, 1999. http://hdl.handle.net/10044/1/7419.

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Liu, Chi-hong. "Time-dependent behaviour of concrete structures with special reference to podium and frame structures." View the Table of Contents & Abstract, 2007. http://sunzi.lib.hku.hk/hkuto/record/B37206515.

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Meadows, Jason Lee. "Early-age cracking of mass concrete structures." Auburn, Ala., 2007. http://repo.lib.auburn.edu/2007%20Spring%20Theses/MEADOWS_JASON_53.pdf.

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Whigham, Jared Anthony. "Evaluation of restraint stresses and cracking in early-age concrete with the rigid cracking frame." Auburn, Ala., 2005. http://repo.lib.auburn.edu/2005%20Summer/master's/WHIGHAM_JARED_54.pdf.

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Seracino, R. "Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading /." Title page, contents and abstract only, 1999. http://web4.library.adelaide.edu.au/theses/09PH/09phs481.pdf.

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Books on the topic "Concrete construction"

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Surahyo, Akhtar. Concrete Construction. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10510-5.

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J, Waddell Joseph, and Dobrowolski Joseph A, eds. Concrete construction handbook. 3rd ed. New York: McGraw-Hill, 1993.

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National Research Council (U.S.). Transportation Research Board., ed. Concrete pavement construction. Washington, D.C: Transportation Research Board, National Research Council, 1985.

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Vance, Mary A. Concrete construction standards. Monticello, Ill: Vance Bibliographies, 1985.

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Friedbert, Kind-Barkauskas, ed. Concrete construction manual. Basel: Birkhäuser, 2002.

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Ahrens, Donald L. Concrete and concrete masonry. St. Paul, Minn: Hobar Publicatons, 1996.

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W, Conner Harold, ed. Residential concrete. 3rd ed. Washington, D.C: Home Builder Press, 1998.

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National Research Council (U.S.). Transportation Research Board., ed. Roller-compacted concrete pavements and concrete construction. Washington, D.C: Transportation Research Board, National Research Council, 1986.

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Eligehausen, R., R. Mallée, and J. F. Silva. Anchorage in Concrete Construction. Berlin, Germany: Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, 2012. http://dx.doi.org/10.1002/9783433601358.

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G, Nawy Edward, ed. Concrete construction engineering handbook. 2nd ed. Boca Raton, FL: CRC Press, 2008.

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Book chapters on the topic "Concrete construction"

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Surahyo, Akhtar. "Concrete." In Concrete Construction, 3–20. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10510-5_1.

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O’Brien, James J. "Concrete." In Construction Inspection Handbook, 269–322. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4615-6017-3_14.

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O’Brien, James J. "Concrete." In Construction Inspection Handbook, 280–337. Boston, MA: Springer US, 1989. http://dx.doi.org/10.1007/978-1-4757-1191-2_12.

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Surahyo, Akhtar. "Sustainable Concrete." In Concrete Construction, 105–21. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10510-5_5.

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Surahyo, Akhtar. "Corrosion of Embedded Metals in Concrete." In Concrete Construction, 239–55. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10510-5_10.

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Surahyo, Akhtar. "Hot and Cold Weather Concreting." In Concrete Construction, 257–72. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10510-5_11.

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Surahyo, Akhtar. "Errors in Design and Detailing." In Concrete Construction, 273–85. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10510-5_12.

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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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Surahyo, Akhtar. "Constituent Materials." In Concrete Construction, 21–59. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10510-5_2.

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Surahyo, Akhtar. "Physical Properties of Concrete." In Concrete Construction, 61–88. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10510-5_3.

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Conference papers on the topic "Concrete construction"

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McCabe, Brenda, and Giovanni Raimondi. "Concrete Deterioration Diagnosis." In Construction Congress VI. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40475(278)41.

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"Early Lunar Base Construction." In SP-125: Lunar Concrete. American Concrete Institute, 1991. http://dx.doi.org/10.14359/3806.

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Hawkswood, Martin, and Shaun Cuthill. "Marine Construction in Concrete." In ICE Coasts, Marine Structures and Breakwaters. ICE Publishing, 2018. http://dx.doi.org/10.1680/cmsb.63174.0273.

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Oliveira, Daniel, Ricardo Corregio, and Clauss Ocke. "Concrete for offshore construction." In Rio Pipeline Conference and Exhibition. IBP, 2023. http://dx.doi.org/10.48072/2447-2069.rpc.2023.024.

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"Architectural Concrete--Construction Requirements." In SP-107: Forming Economical Concrete Buildings -- Proceedings of the Third International Conference. American Concrete Institute, 1988. http://dx.doi.org/10.14359/3372.

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Lloyd, Natalie, Katarina Van Der List, and Natalie Re. "Recycled Concrete And Demolition Waste Aggregate In Concrete." In The Seventh International Structural Engineering and Construction Conference. Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_m-77.

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Uddin, Nasim. "Concrete Plug Design for a Mine Closure." In Construction Congress VI. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40475(278)131.

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Sakhakarmi, Sayan, Pramen Shrestha, and Jacimaria Batista. "Life-Cycle Cost Comparison of Cement Concrete and Polymer Concrete Manholes Used in Sewer Systems." In Construction Research Congress 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481301.050.

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Barnes, J. Michael, and David W. Johnston. "Fresh Concrete Lateral Pressure On Formwork." In Construction Research Congress 2003. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40671(2003)33.

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Jin, Ziyu, and John Gambatese. "Musculoskeletal Disorders in Concrete Formwork Construction." In Construction Research Congress 2022. Reston, VA: American Society of Civil Engineers, 2022. http://dx.doi.org/10.1061/9780784483985.031.

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Reports on the topic "Concrete construction"

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Neeley, Billy D. Assessing Workability Complaints in Mass Concrete Construction. Fort Belvoir, VA: Defense Technical Information Center, April 1993. http://dx.doi.org/10.21236/ada266175.

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Bal’zannikov, Mikhail Ivanovich. IMPROVING THE HPP CONCRETE DAMS CONSTRUCTION TECHNOLOGY. DOI CODE, 2021. http://dx.doi.org/10.18411/0536-1052-2021-747-3-68-77.

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Clayton, Dwight A., Kyle Hoegh, and Lev Khazanovich. Thick Concrete Specimen Construction, Testing, and Preliminary Analysis. Office of Scientific and Technical Information (OSTI), March 2015. http://dx.doi.org/10.2172/1185937.

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Gentry, Russell, Lawrence Kahn, Kimberly Kurtis, Bojan Petrovic, Giovanni Loreto, Jurie Van Wyk, and Carlos Canterero-Leal. Final Report: Self Consolidating Concrete Construction for Modular Units. Office of Scientific and Technical Information (OSTI), July 2016. http://dx.doi.org/10.2172/1285866.

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Gentry, Russell, Lawrence Kahn, Kimberly Kurtis, Bojan Petrovic, Giovanni Loreto, Jurie Van Wyk, and Carlos Canterero-Leal. Final Report: Self-Consolidating Concrete Construction for Modular Units. Office of Scientific and Technical Information (OSTI), July 2016. http://dx.doi.org/10.2172/1297823.

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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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Kurama, Yahya C., and Ashley P. Thrall. Prefabricated High-Strength Rebar Systems with High-Performance Concrete for Accelerated Construction of Nuclear Concrete Structures. Office of Scientific and Technical Information (OSTI), December 2018. http://dx.doi.org/10.2172/1493583.

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Sant, Gaurav. UPCYCLED “CO2-NEGATIVE” CONCRETE FOR CONSTRUCTION FUNCTIONS. Office of Scientific and Technical Information (OSTI), January 2021. http://dx.doi.org/10.2172/1806567.

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Sawab, Jamshaid, Ing Lim, Yi-Lung Mo, Mo Li, Hong Wang, and Maria Guimaraes. Ultra-High-Performance Concrete And Advanced Manufacturing Methods For Modular Construction. Office of Scientific and Technical Information (OSTI), April 2016. http://dx.doi.org/10.2172/1253019.

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Kuznetsova, Daria Dmitrievna, and Dmitry Vladimirovich Gulyakin. The essence of fundamental research self-healing concrete in construction Abstract. DOI СODE, 2023. http://dx.doi.org/10.18411/doicode-2023.124.

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