Stabilization of Quarry Fines Using a Polymeric Additive and Portland Cement
Author:
Affiliation:
1. Engineer, Road Sector Development Team, Federal Ministry of Works, 6 Niagara Close, Maitama, Abuja 900271, Nigeria (corresponding author).
2. Senior Lecturer, School of Civil Engineering, Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, U.K.
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.1943-5533.0001324
Reference61 articles.
1. AASHTO. (2010). “Standard method of test for moisture-density relations of soils using a 4.54-kg (10-lb) rammer and a 457-mm (18-in.) drop.” T180–10 Washington DC.
2. Ajayi-Majebi A. Grissom W. A. Smith L. S. and Jones E. E. (1991). “Epoxy-resin based chemical stabilization of a fine poorly graded soil system.” Transp. Res. Rec. 1295(1) 95–108.
3. Evaluation of three waterborne polymers as stabilizers for sandy soil
4. Physical and engineering properties of cement stabilized soft soil treated with acrylic resin additive
5. Influence of sand content on strength and durability of cement-acrylic resin treated soil
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