Study of Application of Slag Cementitious Material

Cheng Bin Liu

doi:10.4028/www.scientific.net/AMR.518-523.3496

Paper Titles

Review of Disposal of Concentrate Streams from Nanofiltration (NF) or Reverse Osmosis (RO) Membrane Process
p.3470

Startup of Simultaneous Low Dissolved Oxygen Coupled with Low F/M System and the Prevention of Sludge Bulking by Acclimating Limited-Mineralization Sludge with Higher-Concentration
p.3476

Structural Characterization of ZnO/AC Composite Prepared from Spent Catalyst of Vinyl Acetate Synthesis
p.3483

Study for Catalytical Degradation of Pyrolytic Oil from Municipal Plastic Waste
p.3488

Study of Application of Slag Cementitious Material
p.3496

Study on Expansion of Circulating Fluidized Bed Combustion Coal Ash
p.3501

Study on Gas Pressure Characteristics in Multi-Layered Landfills of Municipal Solid Waste
p.3507

Study on Rewards and Punishments Mechanism of Reverse Supply Chain with Random Collection
p.3512

Study on the Harmless Treatment Method for Acetophenone in Waste Effluent from the Laboratory
p.3518

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 518-523Study of Application of Slag Cementitious Material

Study of Application of Slag Cementitious Material

Abstract:

This paper introduced the analysis of theory and practice using the slag cementitious material without cement clinker instead of cement. The experiment includes that fine out the better ratio of the slag cementitious material firstly, secondly use these materials to solidify the soil. The aim of the experiment is that the solidified soil with the material can meet the requirement of engineering in practice, in order to replace the traditional cement-soil and lime-soil used in engineering nowadays. Eventually, the strength of the paste block achieved 47.89 Mpa, the strength of the solidified soil achieved 5.01Mpa.

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Periodical:

Advanced Materials Research (Volumes 518-523)

Pages:

3496-3500

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.518-523.3496

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Online since:

May 2012

Authors:

Cheng Bin Liu

Keywords:

Slag Cementitious Material, Solidified Soil, Unconfined Compressive Strength (UCS)

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