Performance of Granitic, Shale, and Limestone Forest Road Aggregates Subjected to Repeated Loading-Reference-Cited by-同舟云学术

Performance of Granitic, Shale, and Limestone Forest Road Aggregates Subjected to Repeated Loading

Published:2014-04 Issue:4 Volume:140 Page:04014002
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Rodgers M.¹,Kielty A.²,Healy M. G.³

Affiliation:

1. Managing Director, Rodgers Morgan Environmental Ltd., Barna Rd., Galway, Republic of Ireland.

2. Graduate Student, Civil Engineering, National Univ. of Ireland, Galway, Republic of Ireland.

3. Lecturer, Civil Engineering, National Univ. of Ireland, Galway, Republic of Ireland (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000654

Reference21 articles.

1. Boudali M. and Robert C. (1997). “Détermination en laboratoire du module réversible des matériaux de fondations.” Transport Québec Receuil des communications 32 Congrès de l’AQTR Tome 2 107–128.

2. British Standard Institution (BSI). (1990a). “Method of test for soils for civil engineering purposes.” BS 1377 London.

3. British Standard Institution (BSI). (1990b). “Methods for sampling and testing mineral aggregates sands and fillers.” BS 812 London.

4. Davitt J. (1982). “Repeated load tests on simulated gravel pavements from three sources in Ireland.” Ph.D. dissertation Univ. of Dublin Dublin Ireland.

5. Dawson A. R. Paute J. L. and Thom N. H. (1993). “Mechanical characteristics of unbound materials as a function of condition.” Proc. European Symp. on Flexible Pavements A. Gomes Correia ed. Taylor & Francis 35–44.

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