Improving Properties of Sand Using Epoxy Resin and Electrokinetics

Author:

Anagnostopoulos Costas A.,Kandiliotis Panagiotis,Lola Malvina,Karavatos Sarafianos

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference29 articles.

1. ASTM C 938-80 (1993) Standard practice for proportioning grout mixtures for preplaced-aggregate concrete. American Society for Testing and Materials, West Conshohocken

2. ASTM C 29/C 29 M-91a (1993) Standard test method for unit weight and voids in aggregate. American Society for Testing and Materials, West Conshohocken

3. ASTM D 3967-95a (2005) Standard test method for splitting tensile strength of intact rock core specimens. American Society for Testing and Materials, West Conshohocken

4. Abdullah WS, Al-Abadi AM (2010) Cationic-electrokinetic improvement of an expansive soil. Appl Clay Sci 47(3–4):343–350

5. Ajayi-Majebi A, Grissom WA, Smith LS, Jones EE (1991) Epoxy-resin-based chemical stabilization of a fine, poorly graded soil system. Transportation Research Record No 1295, National Research Council, Washington, DC

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