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Titlebook: Concrete Durability and Service Life Planning; Proceedings of Concr Konstantin Kovler,Semion Zhutovsky,Ole M. Jensen Conference proceedings

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书目名称Concrete Durability and Service Life Planning
副标题Proceedings of Concr
编辑Konstantin Kovler,Semion Zhutovsky,Ole M. Jensen
视频video
概述Presents cutting-edge research on concrete durability.Gathers the proceedings of the 3rd International RILEM Workshop on Concrete Durability and Service Life Planning (ConcreteLife’20), held in Haifa,
丛书名称RILEM Bookseries
图书封面Titlebook: Concrete Durability and Service Life Planning; Proceedings of Concr Konstantin Kovler,Semion Zhutovsky,Ole M. Jensen Conference proceedings
描述.This volume gathers the proceedings of the 3rd International RILEM Workshop on Concrete Durability and Service Life Planning (ConcreteLife’20), held in Haifa, Israel in January 2020. The papers cover a range of topics in concrete curing, cracking in concrete structures, corrosion of steel in concrete, thermal and hygral effects, concrete in cold climates and under high temperatures, recycling, alkali-silica reactions, chloride and sulfate attacks, marine structures, transport phenomena, durability design, microstructure of concrete and volume changes, and life cycle assessment. The book also explores future trends in research, development, and practical engineering applications related to durable concrete construction, and focuses on the design and construction of concrete structures exposed to various environmental conditions and mechanical loading. Given its scope, it offers a valuable asset for all researchers and graduate students in the areas of cement chemistry, cement production, and concrete design. .
出版日期Conference proceedings 2020
关键词RILEM; concrete structures; concrete construction; durable concrete; mechanical loading; concrete corrosi
版次1
doihttps://doi.org/10.1007/978-3-030-43332-1
isbn_softcover978-3-030-43334-5
isbn_ebook978-3-030-43332-1Series ISSN 2211-0844 Series E-ISSN 2211-0852
issn_series 2211-0844
copyrightRILEM 2020
The information of publication is updating

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Effect of Seawater on the Hydration of Tricalcium Silicatefrastructure is steel corrosion, which is the main cause for infrastructure deterioration. Also, fresh water is a scarce resource for some remote islands, and to meet the water requirement for concrete preparation in these regions, seawater is increasingly being considered as an alternative which wo
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Portland Cement Production from Fine Fractions of Concrete Wastendfilling of demolition waste. Currently, concrete recycling is widely used for aggregate extraction [.], though concrete fines which are a mix of aggregate and the hydrated cement paste are not a part of the recycling process [.]. Research efforts have been directed to the production of new Portlan
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The Effect of Compatibility and Dimensionality of Carbon Nanofillers on Cement Composites17. Cement production is, nonetheless, ecologically harmful, as a result of the CO. produced both by clinker and cement kilns. One possible solution lies in reducing the amount of clinker in the cement composites. This demand could be met by enhancing the mechanical properties of cement-based compos
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The Chemical Durability of Cement Pastes and Geopolymers Substituted with Dolomite-Based Quarry-Dustlementary cementitious materials (SCMs) as raw materials within the cement mixture. In the present study the use of dolomite-based quarry-dust (QD) to generate a low-energy, environmentally-friendly structural material was explored. QD was added either as an additive to conventional Portland Cement
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Chloride-Enhanced Delayed Ettringite Formation (CLDEF): An Obscure Process rapid hardening Portland cements (RHPC) such as Type III cements. Elevated curing temperatures exceeding 70 °C are necessary for DEF to occur. However, there have been controversies, leading to speculations that DEF could occur outside these generally recognized conditions [.,.,.,.,.,.,.,.,.]. For
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Geopolymer Damage Due to Leaching When Exposed to Watered a detrimental effect on the compressive strength of the geopolymer pastes (up to 25% strength loss). It was shown that the leaching of the sodium silicate when geopolymers were immersed in water decreases the compressive strength.
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