Minimizing Distress on Flexible Pavements Using Variable Tire Pressure-Reference-Cited by-同舟云学术

Minimizing Distress on Flexible Pavements Using Variable Tire Pressure

Published:2001-06 Issue:3 Volume:127 Page:254-262
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Owende Philip M. O.¹²³⁴⁵,Hartman Anton M.¹²³⁴⁵,Ward Shane M.¹²³⁴⁵,Gilchrist Michael D.¹²³⁴⁵,O'Mahony Michael J.¹²³⁴⁵

Affiliation:

1. COFORD Newman Scholar, Forest Engrg. Unit, Dept. of Agric. and Food Engrg., Univ. Coll. Dublin, Earlsfort Terrace, Dublin 2, Ireland.

2. Grad. Student, Dept. of Mech. Engrg., Univ. Coll. Dublin, Belfield, Dublin 4, Ireland.

3. Assoc. Prof., Dept. of Agric. and Food Engrg., Univ. Coll. Dublin, Earlsfort Terrace, Dublin 2, Ireland.

4. Sr. Lect., Dept. of Mech. Engrg., Univ. Coll. Dublin, Belfield, Dublin 4, Ireland.

5. Stat. Lect., Dept. of Mech. and Mgmt. Engrg., Cork Inst. of Technol., Cork, Ireland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282001%29127%3A3%28254%29

Reference35 articles.

1. Bradley A. ( 1993). “Testing a central tire inflation system in western Canada log-haul conditions.” Tech. Note TN-197: Roads and transportation Forest Engineering Research Institute of Canada (FERIC) Vancouver.

2. Bradley A. ( 1996). “Trial of a CTI system on thawing forest roads.” Tech. Rep. No. TR-116 Forest Engineering Research Institute of Canada (FERIC) Vancouver.

3. Bradley A. ( 1997). “A literature review on the effect of variable tire pressures on roads: Summary field note.” Field note loading and trucking-54 Forest Engineering Research Institute of Canada (FERIC) Vancouver.

4. British Standards Institution (BSI). ( 1993a). . “Part 1: Coated macadams for roads and other paved areas.” BS 4987 London.

5. British Standards Institution (BSI). ( 1993b). . “Method for the determination of indirect tensile stiffness modulus of bituminous mixtures.” BS DD213 London.

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