Clinker Efficiency in the Treatment of Low-Plasticity Clay
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil Engineering, Bursa Technical Univ., 152 Evler St. No: 2/10, Yildirim-Bursa 16330, Turkey (corresponding author).
2. Professor, Dept. of Civil Engineering, Gazi Univ., Yukselis St. No: 5, Ankara 06570, Turkey.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002394
Reference43 articles.
1. Stabilising effects of different binders in some Swedish soils
2. Aldieb T. S. and H. G. Ibrahim. 2010. “Variation of feed chemical composition and its effect on clinker formation—Simulation process.” In Proc. World Congress on Engineering and Computer Science 399–705. San Francisco CA: International Association of Engineers.
3. Behavior of expansive soils treated with eco-cement;Aniculăesi M.;Buletin Politechnic Inst. Jassy Constr. Archit.,2011
4. Performance of compacted cement-stabilised soil
5. Balasubramaniam A. S. A. H. M. Kamruzzaman K. Uddin D. G. Lin N. Phienwij and D. T. Bergado. 1998. “Chemical stabilization of Bangkok clay with cement lime and fly ash additives.” In Vol. 2 of Proc. 13th Southeast Asian Geotechnical Conf. edited by Z. C. Moh 253–258. Thailand: Southeast Asian Geotechnical Society.
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