TECHNICAL PAPERS
Feb 1, 2007

High-Strength Ecological Soil Materials

Publication: Journal of Materials in Civil Engineering
Volume 19, Issue 2

Abstract

This study attempts to develop a recyclable, high strength, ecological soil material that does not consist of cement and is unpolluted, named high-strength ecological soil material (HSESM). The production of HSESM involves calcinating soil minerals to very high temperatures, adding active minerals, using concentrated alkali to disintegrate silicate and aluminate monomers, and, using Na2SiO4 to repolymerize the soil material to a polymer that resembles the structure of zeolite. The results of the study show that the 28-day compressive strength of high strength ecological soil material exceeds 20MPa , with flexural strength in the order of 10% of the compressive strength. The permeability of this material is categorized as moderate level according to ASTM C 1202-97. Discarded HSESM can be reverted back to powder using jaw crushers and mechanical grinding facilities. Through the four steps described previously, the recycled HSESM can be reused again.

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Acknowledgments

The experimental work was carried out in the material laboratory of the South Region Water Resources Bureau, Water Resources Agency, Ministry of Economic Affairs, Pingtung City, Taiwan. The writers gratefully acknowledge this assistance.

References

ASTM. (1996). “Standard practice for making and curing soil-cement compression and flexure test specimens in the laboratory.” ASTM D 1632-96, 4.08, Philadelphia.
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ASTM. (2004). “Standard test method for compressive strength of cylindrical concrete.” ASTM C 39-04, 4.02, Philadelphia.
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Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 19Issue 2February 2007
Pages: 149 - 154

History

Received: Dec 1, 2004
Accepted: Apr 15, 2005
Published online: Feb 1, 2007
Published in print: Feb 2007

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Notes

Note. Associate Editor: Kiang Hwee Tan

Authors

Affiliations

Jing-Wen Chen
Professor, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan 701, Taiwan.
Cheng-Feng Chang, Ph.D.
Dept. of Civil Engineering, National Cheng Kung Univ., Tainan 701, Taiwan (corresponding author). E-mail: [email protected]

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