Impact of farm equipment loading on low-volume concrete road structural response and performance

Author:

Ceylan Halil1,Wang Shiyun2,Kim Sunghwan1,Gopalakrishnan Kasthurirangan1,Khazanovich Lev3,Dai Shongtao4

Affiliation:

1. Iowa State University

2. 2Kleinfelder Inc., Interchange Business Park, 10835 E. Independence ST, Suite 102, Tulsa, OK 74116, USA

3. University of Minnesota

4. 6Minnesota Road Research Section, Minnesota Department of Transportation, 9011 77th Street NE, Monticello, MN 55362, USA

Abstract

The rapid increase in farm equipment size in the United States of America agricultural industry has raised significant concerns regarding its impact on the low-volume road infrastructure. The study described in this paper investigated the impact of heavy farm equipment (or agricultural vehicle) on the structural behaviour of rigid pavement system. A series of full-scale traffic tests were conducted at the Minnesota’s Cold Weather Pavement Testing Facility (more commonly known as MnROAD) on two existing low-volume rigid pavement sections: (1) to study the effects of agricultural vehicle and weights, traffic wander pattern, pavement structure, and environmental factors on rigid pavement responses (deflections, strains and stresses), and (2) to compare these responses with those of a standard 356 kN (80 kips) five-axle, semi-trailer truck for assessing relative rigid pavement damage caused by heavy farm equipment. Numerical analyses were also carried out for rigid pavement fatigue damage estimations by simulating field test conditions. The Finite Element Model was able to predict rigid pavement responses under complicated heavy agricultural farm equipment loading. The study findings revealed that seasonal change, traffic wander, vehicle loading/configurations, pavement thickness, slab length and modulus of subgrade support are all important factors to be considered in designing rigid pavement subjected to heavy farm equipment loading. The use of tandem or tridem axles is recommended for all farm equipment because those axles help to distribute the load and minimize rigid pavement damage.

Publisher

Riga Technical University

Subject

Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Effects of Transverse Distribution of Heavy Vehicles on Thickness Design of Full-Depth Asphalt Pavements;Buiter, R.;Transportation Research Record,1989

2. Vacuum Saturation Method for Predicting Freeze-Thaw Durability of Stabilized Materials;Dempsey, B. J.;Highway Research Record,1973

3. Validating Top-Down Premature Transverse Slab Cracking in Jointed Plain Concrete Pavement

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