Results 261 to 270 of about 133,577 (291)

Pavement Mechanics and Performance

2006
Proceedings of sessions of the GeoShanghai Conference, held in Shanghai, China, June 6-8, 2006. Hosted by Shanghai Society of Civil Engineering, China. In cooperation with the Geo-Institute of ASCE; Georgia Institute of Technology; University of Kansas; University of Tennessee; International Association of Foundation Drilling; Deep Foundation Institute;
openaire   +1 more source

Reliability Model for Pavement Performance

Journal of Transportation Engineering, 1988
A simulation model to calculate the reliability/performance of pavements is developed. The computer program, Reliability Analysis and Performance of Pavements (RAPP‐I), employs Monte Carlo simulation techniques to solve the design equations (e.g., AASHTO, Premium) in which all of the design variables are assumed to be probabilistic and normally ...
A. Alsherri, K. P. George
openaire   +1 more source

Of Pavement Deflection and Performance

Applications of Advanced Technologies in Transportation Engineering (2004), 2004
There are three flexible pavement failure modes, namely, fatigue crack, thermal crack and deformation (rutting). When pavement layer materials are properly designed and constructed, the source of rutting is from permanent deformation of the subgrade. Of these failure modes, fatigue crack and rutting are related to number of load repetition and thermal ...
openaire   +1 more source

Pavement Materials, Structures, and Performance

2014
Proceedings of the Geo-Shanghai 2014 International Conference, held in Shanghai, China, May 26-28, 2014. GSP 239 contains 42 technical papers which focus on paving material characterization and modeling, pavement evaluation, analysis, and construction, and pavement base and subgrade.
openaire   +1 more source

Rutting performance of asphalt pavements

2016
Cold in-place recycling (CIR) and cold central plant recycling (CCPR) of asphalt concrete (AC) and/or full-depth reclamation (FDR) of AC and aggregate base are faster and less costly rehabilitation alternatives to conventional reconstruction for structurally distressed pavements.
openaire   +2 more sources

Evaluation of pavement straw composite fiber on SMA pavement performances

Construction and Building Materials, 2013
Abstract Pavement straw composite fibers (PSCFs) were independently developed and synthesized from agriculture waste straw and modified bentonite. The high temperature stability, low-temperature crack resistance, and moisture susceptibility of stone matrix asphalt SMA with PSCF were evaluated.
Qiang Xue, Xia-ting Feng, Lei Liu, Yi-jun Chen, Xiao-Li Liu   +4 more
openaire   +1 more source

Managing Missing Pavement Performance Data in Pavement Management System

2015
Includes conference paper and PowerPoint slides.
Farhan, Javed, Fwa, Tien F.
openaire   +1 more source

Long-Term Pavement Performance Evaluation

2012
Hot mix asphalt (HMA) performance in terms of fatigue resistance is a well-developed area of pavement design worldwide. Different equipment is available to predict the fatigue performance due to the well supported technical background.Sophisticated pavement design methods utilises the asphalt performance to predict pavement performance and the relative
Laszlo Petho, Csaba Toth
openaire   +1 more source

Evaluation of Pavement Marking Performance

2008
The objective of the investigation was to evaluate the useful life of pavement markings. The Manual on Uniform Traffic Control Devices (MUTCD) provides general guidelines for the application and installation of pavement markings. However, performance requirements for various types of pavement markings are not included.
Green, Eric R., Agent, Kenneth R.
openaire   +1 more source

Performance of Asphalt Concrete Pavements

Transportation Engineering Journal of ASCE, 1977
The performance of asphalt concrete, cement stabilized granular materials, and unstabilized aggregates are reviewed. Cracking of primary pavements was found to be a more important distress mechanism than rutting. Frost susceptible subbases and bases, low percentages of stabilizing agents and unstabilized base materials having poor gradations and low ...
openaire   +1 more source