Titlebook: Concrete Admixtures; Vance H. Dodson Book 1990 Springer Science+Business Media New York 1990 cement.concrete.reaction.water

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書目名稱Concrete Admixtures影響因子(影響力)




書目名稱Concrete Admixtures影響因子(影響力)學科排名




書目名稱Concrete Admixtures網(wǎng)絡公開度




書目名稱Concrete Admixtures網(wǎng)絡公開度學科排名




書目名稱Concrete Admixtures被引頻次




書目名稱Concrete Admixtures被引頻次學科排名




書目名稱Concrete Admixtures年度引用




書目名稱Concrete Admixtures年度引用學科排名




書目名稱Concrete Admixtures讀者反饋




書目名稱Concrete Admixtures讀者反饋學科排名

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Set Retarding Chemical Admixtures,nd concrete [1]. Consequences of this delay in the rate of hardening, or setting, include a delay in the development of the early strength of the concrete, mortar, or paste and an increase in later compressive strength of the respective cementitious masses. There are three types of retarding admixtu

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Pozzolans and the Pozzolanic Reaction,s or siliceous and aluminous materials which in themselves possess little or no cementitious value but will, in finely divided form and in the presence of moisture, chemically react with calcium hydroxide at ordinary temperatures to form compounds possessing cementitious properties” [1]. This chemic

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Overview: 978-1-4757-4845-1978-1-4757-4843-7

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Sajal Lahiri,Pascalis Raimondosnt, shorten the time of setting and increase the rate of early strength development. This class of admixtures is designated as Type C or Type E, and their performance requirements in portland cement concrete are specified in ASTM C494 [1]. Some of those requirements have been previously listed in Table 2–1.

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