A simplified mechanistic approach to establish load-limit on low-volume flexible pavements

2001 ◽  
Vol 5 (4) ◽  
pp. 379-385
Author(s):  
Seong-Wan Park
2003 ◽  
Vol 1819 (1) ◽  
pp. 314-322
Author(s):  
Bruce S. Morton ◽  
Alex T. Visser ◽  
Emile Horak

Low-volume and unpaved roads constitute the majority of the road network throughout the developing and developed world. Upgrading these unpaved roads to conform to standards of low-volume flexible asphalt pavements is a costly exercise. In most instances, this involves constructing an entirely new pavement base. Recent technological advances in the field of deep in situ recycling have provided pavement engineers with an alternative to standard rehabilitation and reconstruction methods of flexible pavements. One such technique of stabilization is foamed tar treatment of inferior natural pavement materials through the application of deep in situ recycling to produce a stabilized base for lowvolume flexible pavements. Foamed tar technology and the concept of deep in situ recycling, and its advantages over current reconstruction methods, were reviewed. Health aspects relating to implementation of the stabilization process were addressed with respect to the use of gasifier tar in a controlled recycling environment. The engineering properties of foamed tar mixes were compared with existing stabilization techniques. A test section was constructed with particular attention to the flexibility of foamed tar for placement time, workability, and durability to environmental conditions. Performance testing results were analyzed. In conclusion, the benefits of foamed tar stabilization for developing an improved road network in a cost-effective manner were evaluated.


2008 ◽  
Vol 134 (1) ◽  
pp. 15-23 ◽  
Author(s):  
Satish Chandra ◽  
M. N. Viladkar ◽  
Prashant P. Nagrale

2012 ◽  
Vol 138 (9) ◽  
pp. 1083-1090 ◽  
Author(s):  
Imad L. Al-Qadi ◽  
Samer H. Dessouky ◽  
Jayhyun Kwon ◽  
Erol Tutumluer

Author(s):  
N. R. Avinash ◽  
H. N. Vinay ◽  
D. Prasad ◽  
S. V. Dinesh ◽  
J. K. Dattatreya

Author(s):  
Peter E. Sebaaly ◽  
Raj Siddharthan ◽  
Magdy El-Desouky ◽  
Dan Strand ◽  
David Huft

The South Dakota Department of Transportation sponsored a study to evaluate the effect of agricultural equipment on flexible pavements. One thin and one thick flexible pavement were instrumented at two locations and tested under agricultural equipment. Each section was instrumented with pressure cells in the base and subgrade, surface deflection gauges, and strain gauges at the bottom of the asphalt layer. Field tests were carried out during fall 2000, spring 2001, and summer 2001 to evaluate the impact of heavy equipment on flexible pavements under variable environmental conditions. Test vehicles included two types of Terra-Gators, a grain cart, and a tracked tractor. The field-testing program collected the pavement responses under five replicates of each combination of test vehicle and load level and under the 18,000-lb singleaxle truck. Data were examined for repeatability; the average of the most repeatable set of measurements was calculated and used in the analysis. The first part of the research evaluated the relative impact of the equipment defined as the ratio of pavement response under each combination of vehicle-load level over the pavement response under the 18,000-lb single-axle truck. The analysis of the pavement response ratios indicated that ( a) the tracked tractor is not more damaging than the 18,000-lb single-axle truck, ( b) Terra-Gators 8103 and 8144 are more damaging than the 18,000-lb single-axle truck only when fully loaded, and ( c) the grain cart is more damaging than the 18,000-lb single-axle truck only when loaded over the legal load limit. Data from the second part of the research showed that transporting the commodities using tridem-axle trucks caused far less pavement damage than transporting commodities on agricultural equipment.


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