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Energy based temperature profile for heat transfer analysis of concrete 6, no. 5, pp. 853- 858, 2012
[214] Report on a Survey of Deterioration of Concrete of a Night Soil conference (8), 853-856, 1986-06-10TAMURA,Hiroshi
A-1, Materials and construction 2002, 853-854, 2002-08-02 [Table of 1410 An experiment on pumping-up work of high-strength concrete (60N/mm^
A self aligning concrete pipe and method of producing the self aligning Pat. Nos. 2,809,853; 2,832,614: 3,315,971: 3,414,273; 3,515,
2003919-A concrete floor comprising a composite having a polished dry shake top layer (12) blended into a custom concrete base mix (10) having been
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concrete on a bridge deck, based on experimental research in the laboratoryDecks, Transportation Research Record 853, Washington, D.C., 1982, pp
Research Station[magazine of Concrete Research Vol.8, No.22; March 1956] Journal of architecture and building science 72(853), 48-49, 1957
Franchi - 2006 - 853-863 - link.springer.com Centering on worldwidly In particular the technology here referred for limestone concrete is not the
No. 853,206, filed Apr. 17, 1986, U.S. a plurality of precast concrete culvert sections rubber-like bladder 74 or pillow tank if it
[214] Report on a Survey of Deterioration of Concrete of a Night Soil conference (8), 853-856, 1986-06-10TAMURA,Hiroshi
Improving the microstructure of ITZ and reducing the permeability of concrete with various water/cement ratios using nano-silica doi:10.1007/s10853-018-
853-856, 2013 Online since August 2013 Authors Jie Kong, Qing Shu Liu Proceedings from 22nd Czech Concrete Day 2015 Advanced Materials Research
Quicklime with defined reaction time window for aerated autoclaved concrete production doi:10.1002/cepa.853ce/papersTungulin DmitryBehrenberg BirgitLutter
The invention relates to a process for producing concrete comprising a mixture of cement, water and ballast, with a filler consisting of glass, preferably
Improving the microstructure of ITZ and reducing the permeability of concrete doi:10.1007/s10853-018-2872-5Journal of Materials ScienceRui LiuHarbin
Serial No. 412,853. the hollow axle-and the receptacle of the vehicle.concrete constituents in the receptac e while the vehicle is en route from
concrete and ordinary abrasion-resistant concrete are compared.The results showJournal of the Electrochemical Society,2010, 157(9) :853-856.Zhu Yumin,
Paxton J T.Ohio aggregate and concrete testing to determine d-cracking susceptibility[A].Transportation Research Record 853[C].1982.20-24
concrete and ordinary abrasion-resistant concrete are compared.The results showJournal of the Electrochemical Society,2010, 157(9) :853-856.Zhu Yumin,
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Discussion of Recent Approaches to Shear Design of Structural Concrete by Julio A. Ramirezdoi:10.1061/(ASCE)0733-9445(2000)126:7(853.4)Discussion
