Experimental Investigation of the Effect of Stiffening of Fresh Concrete on Workability-Reference-Cited by-同舟云学术

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Experimental Investigation of the Effect of Stiffening of Fresh Concrete on Workability

Published:2022-10-18 Issue:2 Volume:47 Page:953-971
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Nemoto Hiroshi,Takigawa Mizuki,Hashimoto Shin-ichiro,Date Shigeyuki^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40996-022-00952-4.pdf

Reference46 articles.

1. Asad S, Purnawan G, Alaydrus MS (2011) Fresh State Behavior of Self Compacting Concrete Containing Waste Material Fibres. Procedia Engineering 14:797–804. https://doi.org/10.1016/j.proeng.2011.07.101

2. Austin S, Robins P, Goodier C (1999) Workability, shear strength and build of wet-process sprayed mortars. Loughborough University. Conference contribution. ISBN: 9780727728258

3. Banfill PFG (1994) Rheological methods for assessing the flow properties of mortar and related materials. Constr Build Mater 8(1):43–50. https://doi.org/10.1016/0950-0618(94)90007-8

4. Blanks RF, Gilliland JL (1951) False Set in Portland Cement. J Proc Am Concr Inst 47(3):517–532

5. Bolobova AV, Kondrashchenko VI (2000) Use of yeast fermentation waste as a biomodifier of concrete (Review). Appl Biochem Microbiol 36(3):205–214. https://doi.org/10.1007/BF02742567

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