This paper presents ongoing research to measure the in situ response to airplane traffic of flexible pavement on a runway at Cagliari-Elmas Airport in Italy. Understanding how pavement materials respond to traffic and environmental loading is fundamental to designing pavements and assessing their performance. The pavement material behavior is affected by many factors (i.e., load magnitude, material properties, and environmental conditions). The influence of these factors can be simultaneously taken into account by measuring in situ stresses and strains using embedded instruments. The pavement layers of the Cagliari-Elmas runway were equipped with 149 instruments: 36 linear variable differential transformers, 36 pressure cells, four time domain reflectometers, 28 T-thermocouples, and 45 hot-mix asphalt strain gauges. The instrumented area, 55 m2, allows measuring the responses during three main loading maneuvers: taking off, landing, and taxiing. The preliminary data acquired during and after the runway's construction and before its opening to airplane traffic and its analysis show that the instrumentation process was a success. The instrument response testing includes falling weight deflectometer, truck, and airplane loading of various types, magnitudes, and speeds. The collected data were successfully compared with preliminary numerical simulations. Further data collection and research will be performed, particularly involving airplane traffic data. Data analysis will include the effect of the environmental data (i.e., moisture and temperature) and airplane configuration and speed. The collected data will be used to validate advanced pavement modeling and predict pavement runway performance. In addition, data resulting from this research have the potential to support and improve runway pavement design and to improve the evaluation process for new and existing runway pavement performance and damage prediction.
[1]
Imad L. Al-Qadi,et al.
Field Evaluation of Pavement Instrumentation Methods
,
1992
.
[2]
Imad L. Al-Qadi,et al.
Combined Effect of Moving Wheel Loading and Three-Dimensional Contact Stresses on Perpetual Pavement Responses
,
2009
.
[3]
Imad L. Al-Qadi,et al.
Construction and Instrumentation of Geosynthetically Stabilized Secondary Road Test Sections
,
1996
.
[4]
Imad L. Al-Qadi,et al.
The Virginia smart road: The impact of pavement instrumentation on understanding pavement performance
,
2004
.
[5]
Imad L. Al-Qadi,et al.
The Truth and Myth of Fatigue Cracking Potential in Hot-Mix Asphalt: Numerical Analysis and Validation (With Discussion)
,
2008
.
[6]
L Howard,et al.
AVIATION SYSTEM PLANNING: ADDRESSING AIRPORT INFRASTRUCTURE NEEDS
,
2000
.
[7]
Imad L. Al-Qadi,et al.
Dynamic Analysis and in Situ Validation of Perpetual Pavement Response to Vehicular Loading
,
2008
.
[8]
D A Van Deusen,et al.
MINNESOTA ROAD RESEARCH PROJECT: LOAD RESPONSE INSTRUMENTATION INSTALLATION AND TESTING PROCEDURES. FINAL REPORT
,
1994
.
[9]
Imad L. Al-Qadi,et al.
Data Collection and Management of the Instrumented Smart Road Flexible Pavement Sections
,
2001
.
[10]
Imad L. Al-Qadi,et al.
Creep Behavior of Hot-Mix Asphalt due to Heavy Vehicular Tire Loading
,
2009
.
[11]
Imad L. Al-Qadi,et al.
Appropriate Boundary Conditions for Three Dimensional Finite Element Implicit Dynamic Analysis of Flexible Pavement
,
2008
.