Cyclic Triaxial Tests on Clay Subgrades for Analytical Pavement Design-Reference-Cited by-同舟云学术

Cyclic Triaxial Tests on Clay Subgrades for Analytical Pavement Design

Published:2004-05 Issue:3 Volume:130 Page:378-386
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Frost Matthew W.¹,Fleming Paul R.²,Rogers Christopher D. F.³

Affiliation:

1. Senior Lecturer in Geotechnical Engineering, The School of Property and Construction, The Nottingham Trent Univ., Burton St., Nottingham, UK.

2. Lecturer in Geotechnical Engineering, Dept. of Civil and Building Engineering, Loughborough Univ., Loughborough, UK.

3. Professor of Geotechnical Engineering, Dept. of Civil Engineering, Univ. of Birmingham, Edgbaston, Birmingham, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282004%29130%3A3%28378%29

Reference23 articles.

1. Andrew J. W. Jackson N. M. and Drumm E. C. (1998). “Measurement of seasonal variations in subgrade properties.” Proc. Application of Geotechnical Principles in Pavement Engineering ASCE Special Publication No. 85 ASCE Reston Va. 13–38.

2. Barksdale R. D. (1972). “Laboratory evaluation of rutting in base course materials.” Proc. 3rd Int. Conf. on Asphalt Pavements Univ. of Michigan Ann Arbor 161–174.

3. Climatic Considerations in New AASHTO Flexible Pavement Design

4. Black W. P. M and Lister N. W. (1979). “The strength of clay fill subgrades: Its prediction in relation to road performance.” Transport and Road Research Laboratory Rep. No. LR889 Crowthorne Berkshire U.K.

5. Boyce J. R. Brown S. F. and Pell P. S. (1976). “The resilient behaviour of a granular material under repeated loading.” Proc. Australian Road Research Board (ARRB) Vol. 8 Sydney Australia 8–19.

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