Research on the Effect of Microstructure Related to Macro-Mechanical Properties of Solidified Mass Made of Building Residues with SEM

Qin Li

doi:10.4028/www.scientific.net/AMR.317-319.78

Paper Titles

An Auto—Design System of Gleason Spiral Bevel Gear
p.62

The Influence of Several Ions on Pitting Corrosion in Sedimentary Water of Oil Tank
p.66

Design and Implementation for Data Acquisition System of Simulation Control Center Basing on Dummy Instrument
p.70

License Plate Location Research Based on Texture Analysis & Mathematics Morphology
p.74

Research on the Effect of Microstructure Related to Macro-Mechanical Properties of Solidified Mass Made of Building Residues with SEM
p.78

Study on Spindle Servo Control of Four-Axis Vertical CNC Machining Center
p.83

The Framework of Information Collection and Data Management for Mass Customization Furniture
p.88

An Ultra-Violet Pulse Detecting Based Electroscope for AC Ultra-High-Voltage Apparatuses
p.93

Optimization Design on the Iron Beam Sectional of the Electricity Transformer
p.97

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 317-319Research on the Effect of Microstructure Related...

Research on the Effect of Microstructure Related to Macro-Mechanical Properties of Solidified Mass Made of Building Residues with SEM

Abstract:

Different contents of building residues and whether soil stabilizer is added or not can affect the microstructure of the solidified mass, and thus lead to the change of unconfined compressive strength. The stu dy process is described in the paper. The result shows that the more soil is contained in the building residues, the lower porosity and higher unconfined compressive strength of the solidified mass will be. The acicular ettr ingite can be formed by adding soil stabilizer to make the pores smaller and evener, and thus improve their fra ctal dimensions and unconfined compressive strength.

You might also be interested in these eBooks

Equipment Manufacturing Technology and Automation

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 317-319)

Pages:

78-82

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.317-319.78

Citation:

Cite this paper

Online since:

August 2011

Authors:

Qin Li

Keywords:

Fractal Dimension, Micro-Morphology, Porosity, Soil Stabilizer, Unconfined Compressive Strength (UCS)

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] J.S. Perret S.O. Prasher, A.R. Kacimov:European Journal of Soil Science.Vol.54(2003), P. 569–579.

Google Scholar

[2] A.Dathe, S. Eins, J. Niemeyer and G. Gerold. Sci Dir. Vol. 103(1-2)(2001),P.203-229.

Google Scholar

[3] J.f.Lian, N.Q. Shen, J.K. Zhang:Chinese Journal of Rock Mechanics and Engineer ing.Vol.z10( 2001),P.1695-1698.

Google Scholar

[4] Y.Jiang H.Y. Lei, G.. Zhang, X.J. Yang: Rock and Soil Mechani cs, Vol.31(2010),P.3075-3080.

Google Scholar

[5] C.S. Tang,B.Shi B.J. Wang,:Chinese Journal of Geotechnical Engineer ing,Vol.30(200 8),P.560-564.

Google Scholar

[6] L.T. Mao, R.Xue, Z.X. Yuan:.Journal of Chang'an University(Natural Science Edit ion),Vol.3(2007),P.30-33.

Google Scholar

[7] Z.D. Zhu D.W.LI, Z.J. Jiang J.H. Liu:Journal of Rock Mechanics and Enginee rin g, Vol.30(2009) ,P.3237-3241.

Google Scholar

[8] JR. Zhang, G.L. Tao,L.Huang,L.Yuan:Chinese Science Bulletin. 2010,Vol.55,P.2761~2770.

Google Scholar

[9] G.L. Tao J.R. Zhang: Chinese Science Bulletin.Vol.54 (2009),P.838~846.

Google Scholar

[10] G.L. Tao J.R. Zhang: Science Paper online,Vol.4(2009),P.493-497.

Google Scholar

[11] N.G. Jin J.Y. Jin J.F. Guo:Journal of Zhejiang University(Engi Sci),Vol.39(2005),P.1680-1684.

Google Scholar