High-slag cement and structures for substantial reduction of energy and CO2

Sustainable Construction Materials and Technologies

Volumn 2013-August, Issue , 2013, Pages

  Yonezawa, Toshio ^a   Sakai, Etsuo ^b   Koibuchi, Kiyoshi ^c   Kanda, Tetsushi ^d   Dan, Yasuhiro ^e   Sagawa, Takahiro ^e  

^a TAKENAKA CORPORATION   (Japan)

^b TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

^c DC Co Ltd   (Japan)

^d KAJIMA CORPORATION   (Japan)

^e NIPPON STEEL CORPORATION   (Japan)

Author keywords

Carbonation; CO2; Concrete; High slag cement; Improved soil

Indexed keywords

CARBON DIOXIDE; CARBONATION; CONCRETES; SLAG CEMENT; SLAGS; SUSTAINABLE DEVELOPMENT;

CEMENT CONCRETE; CEMENT PRODUCTION; ECM CEMENTS; PRESENT SITUATION; RESEARCH AND DEVELOPMENT; SUBSTANTIAL REDUCTION; TECHNOLOGY SYSTEM;

SOIL CEMENT;

EID: 85025665373     PISSN: 25153048     EISSN: 25153056     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. 2 emission, " Global environment committee.
2. Architectural Institute of Japan(2004). "Recommendations for durability design and construction practice of reinforced concrete", Durability design committee.
3. 2 from buildings", Concrete Journal, Vol.48,No.9.
4. Nakamoto, J.,Togawa.K and Fujii, M. (1996), " A study on creep and drying shrinkage of high blast-furnance slag cement concrete" JCA(Japan Cement Association) proceedings of cement and concrete, No.50.
5. Yonekura, A., Tanaka, T. and Teramoto, N(1986), " Drying shrinkage and creep of concrete using pulverized blast furnance slag", JCA proceedings of cement and concrete, No.40.