Evaluating Compaction Quality Using Elastic Seismic P Wave

Author:

Ilori A. O.1,Okwueze E. E.2,Obianwu V. I.3

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Univ. of Uyo, Uyo. Akwa Ibom State, P.O. Box 1442. Calabar Road Box Office, Calabar, Cross River State, Nigeria (corresponding author).

2. Professor of Geophysics, Dept. of Physics (Geophysics Unit), Univ. of Calabar, Calabar, Nigeria.

3. Associate Professor of Geophysics, Dept. of Physics (Geophysics Unit), Univ. of Calabar, Calabar, Nigeria.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. AASHTO. (2004). “Standard specification for classification of soils and soil-aggregate mixtures for highway construction purposes.” M145.

2. Alonso E. (1998). “Suction and moisture regimes in roadway bases and subgrades.” Proc. Int. Symp. on Subdrainage in Roadway Pavements and Subgrades PIARC Paris France 3–56 and 57–104.

3. ASTM. (2009). “Standard test method for deflections with a falling-weight-type impulse load device.” ASTM D4694 West Conshohocken PA.

4. Birgisson B. and Ruth B. (2003). “Improving performance through consideration of terrain conditions.” Transportation Research Record 1819 Transportation Research Board Washington DC.

5. Carrera A. Dawson A. and Steger J. (2009). “State of the art of materials’ sensitivity to moisture change.” Rep. No. 2 P2R2C2 European Road Administration (European Commission).

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