Research on the Mechanisms of Soil Agent Solidifying Buildings Residues

Qin Li; Ke Wei Sun; Qiu Ling Chen

doi:10.4028/www.scientific.net/AMR.335-336.1227

Paper Titles

Method Study on Generation-Dissipation of Seismic Pore Water Pressure in Saturated Sands
p.1210

The Sucrose-Natural Gypsum Makes the Compound Retarder to the Cement and the Concretes Performance Influence Experimental Study
p.1219

Experimental Research on Isothermal Sorption of RAC Material
p.1223

Research on the Mechanisms of Soil Agent Solidifying Buildings Residues
p.1227

Research on Seismic Behavior and Cost Estimation of a New Concrete Filled Steel Tube Frame Structure
p.1231

Fabrication of Fuel Cells with High Power Density Using Micro Electrical Discharge Machining Milling
p.1237

Influence of the Strain of AlN Buffer Layer on the Strain Evolution of GaN Epilayer Grown on 3-in 6H-SiC Substrate
p.1242

Research on Slaked Magnesium Slag as a Raw Material and Blend for Portland Cement
p.1246

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Research on the Mechanisms of Soil Agent Solidifying Buildings Residues

Abstract:

Comparson research as to the relationship between building residues solidified by cement and those solidified by soil stabilizer are made , and the unconfined compressive strength of them increased over time are analyzed in the paper. When the soil stabilizer is mixed with the building residues, the acicular ettringites acting as inlay or infilling are formed in the solidified body. This is the reason why their unconfined compressive strength are increased. Some relevances show that the more the acicular ettringite was formed, the higher the confined compressive strength of the solidified bodies would be, and vice versa.