Properties of concrete incorporating rubber tyre particles

Magazine of Concrete Research

Volumn 50, Issue 4, 1998, Pages 297-304

  Li, Z ^a   Li, F ^a   Li, J S L ^a,b  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

^b Harris and Sutherland   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; COMPRESSIVE STRENGTH; CONCRETE MIXING; CONCRETE PAVEMENTS; ENERGY ABSORPTION; FRACTURE TOUGHNESS; ROADBUILDING MATERIALS; TIRES; VIBRATION CONTROL;

SCRAP RUBBER; VIBRATION ISOLATION;

CONCRETE AGGREGATES;

EID: 0032307088     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.1998.50.4.297     Document Type: Article

References (13)

1. TOUTANJI H. A. The use of rubber tire particles in concrete to replace mineral aggregates. Cement & Concrete Composites, 1996, 18, 135-139.
2. ELDIN N. N. and SENOUCI A. B. Rubber-tire particles as concrete aggregate. Journal of Materials in Civil Engineering, ASCE, 1989, 5, No. 4, 478-496.
3. BIEL T. D. and LEE H. Use of recycled tire rubbers in concrete. Infrastructure: New Materials and Methods of Repair. Proceedings of the Third Materials Engineering Conference, Sand Diego, 1994, 351-358.
4. SCHIMIZZE R. R. and AMIRKHANIAN S. N. Use of waste rubber in light-duty concrete pavements. Infrastructure: New Materials and Methods of Repair Proceedings of the Third Materials Engineering Conference, San Diego, 1994, 367-374.
5. TARRICONE P. Recycled roads. Civil Engineering, 1993, 63, 46-49.
6. Li L. Base isolation measure for a seismic in China. Proceedings of the Eighth World Conference on Earthquake Engineering, VI, San Francisco, 1984, 791-798.
7. MOSTAGHEL N. and TANBAKUCHI J. Response of sliding structures to earthquake support motion. Earthquake Engineering and Structural Dynamics, 1983, 11, 355-366.
8. ROBISON R. Isolating earthquakes. Civil Engineering, 1986, 56, 56-59.
9. KELLY J. M. Aseismic base isolation. Shock Vibration Digest, 1985, 17, 3-14.
10. KELLY J. M. A friction damped base isolation system with fail-safe characteristics. Earthquake Engineering and Structural Dynamics, 1983, 11, 33-56.
11. HUFFMANN G. K. Full base isolation for earthquake protection by helical springs and viscodampers. Nuclear Engineering and Design, 1985, 84, 331-338.
12. GUERAUD R., LIVOLANT M. and MICHALOPOULOS A. P. Seismic isolation using sliding-elastometer bearing pads. Nuclear Engineering and Design, 1985, 84, 363-377.
13. Li Z., Rossow E. C. and SHAH S. P. Sinusoidal forced vibration of sliding masonry system. Journal of Structural Engineering, ASCE, 1989, 115, No, 7, 1741-1755.