Assessing Variability of In Situ Pavement Material Stiffness Moduli

Author:

Collop Andrew C.123,Armitage Robert J.123,Thom Nicholas H.123

Affiliation:

1. Lect., Dept. of Civ. Engrg., Univ. of Nottingham, University Park, Nottingham, NG7 2RD, U.K.

2. Tech. Dir., Scott Wilson Pavement Engineering Ltd., 9 Faraday Build., Highfields Science Park, University Blvd., Nottingham, NG7 2QP, U.K.

3. Teaching and Res. Fellow, Dept. of Civ. Engrg., Univ. of Nottingham, University Park, Nottingham, NG7 2RD, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference17 articles.

1. Bendat J. S. and Piersol A. G. ( 1971). Random data: Analysis and measurement procedures Wiley New York.

2. Bonnaure F. Gest G. Gravois A. and Ugé P. ( 1980). A new method of predicting the stiffness modulus of asphalt paving mixtures Association of Asphalt Paving Technologists 46 St. Paul Minn. 64–104.

3. Brown S. F. Brunton J. M. and Stock A. F. ( 1985). The analytical design of bituminous pavements Institution of Civil Engineers London 2(79) 1–31.

4. Brown S. F. Tam W. S. and Brunton J. M. ( 1986). “Development of an analytical method for the structural evaluation of pavements.” 2nd Int. Conf. on Bearing Capacity of Roads and Airfields WDM Bristol U.K. 1 267–276.

5. Brown S. F. Tam W. S. and Brunton J. M. ( 1987). “Structural evaluation and overlay design: Analysis and implementation.” 6th Int. Conf. on Struct. Des. of Asphalt Pavements International Society for Asphalt Pavements St. Paul Minn. 1 1013–1028.

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