The Study of Strength and Characteristics of Compression to Ferrous Sulfate Erosion Laterite

Ke Sheng Jin; Ying Huang; Xiao Na Chen

doi:10.4028/www.scientific.net/AMR.1030-1032.957

Paper Titles

The Research on Vibration and Voice of Civil Helicopter Based on MMES
p.940

The Seepage Numerical Simulation of High-Pressure Sway-Sprinkle Reinforced Hongze Lake Embankment
p.944

The Seismic Response Study of Light Steel Storey Adding Structure Considering the Effects of Damping
p.948

The Stress Performance Analysis of Chimney Structure Based on Finite Element Method
p.952

The Study of Strength and Characteristics of Compression to Ferrous Sulfate Erosion Laterite
p.957

Utilisation of Rice Husk Ash in Asphaltic Concrete Pavement
p.961

Wavelet Analysis on the Distribution of the Streambed Forms
p.965

A Field Experimental Study of Composite Foundation with Rammed Soil-Cement Pile in Collapsible Loess Area
p.969

Acoustic Emission Characteristics of Plain Concrete under Three-Point Bending
p.974

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1030-1032The Study of Strength and Characteristics of...

The Study of Strength and Characteristics of Compression to Ferrous Sulfate Erosion Laterite

Abstract:

In this paper,we study the strength and compression characteristics of ferrous sulfate erosion laterite at different concentrations and different curing time effects. The results prove, When lower concentrations of ferrous sulfate and shorter curing time,the shear strength and compression modulus of laterite appear maximum, the compression coefficient appears least; With increasing concentration and prolonging curing time, shear strength and compression modulus of laterite decreases,compression coefficient increases.

You might also be interested in these eBooks

Materials, Transportation and Environmental Engineering II

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1030-1032)

Pages:

957-960

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1030-1032.957

Citation:

Cite this paper

Online since:

September 2014

Authors:

Ke Sheng Jin*, Ying Huang, Xiao Na Chen

Keywords:

Compression Coefficient, Compression Modulus, Ferrous Sulfate Erosion Laterite, Shear Strength

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] JIE S J. 2008. Geotechnical construction of urban environment[J]. Technology Innovation Herald31: 116.

Google Scholar

[2] ZHU C P, LIU H L, SHEN Y. 2011. Laboratory tests on shear strength properties of soil polluted by acid and alkali[J]. Journal of Geotechnical Engineering33(7): 1146-1152.

Google Scholar

[3] ZHAO Y Z. 1988. Experimental study on the corrosion effect of Strongly acidic waste water of some factory on laterite foundation[J]. Site Investigation Science and Technology(2): 35-38.

Google Scholar

[4] DENG C Z. 1985. Sulfuric acid corrosion of the foundation[J]. Investigation Science and Technology(6): 38-41.

Google Scholar

[5] FANG Q J, MA G S. 1999. The impact and treatment of dip alkali expansion to foundation soil [J]. Light metal (9): 58-62.

Google Scholar

[6] LI Q, SHI B, WANG Y C. 1997. The study of paper mill waste lye contaminated soil Environmental Geotechnical Engineering [J]. Environmental Pollution and Control19(5): 16-18.

Google Scholar