TY - GEN
T1 - Water impact on the structural behavior of a pavement structure
AU - Erlingsson, S.
PY - 2009
Y1 - 2009
N2 - An accelerated load test using a Heavy Vehicle Simulator (HVS) has been performed at VTI's test facility. The objective was to investigate the response behavior and performance of a commonly used flexible pavement structure in Sweden. The instrumented structure consists of 10 cm bounded layers, granular base and subbase resting on sandy subgrade. The test was divided into three phases: a pre-loading phase, a response phase and the main accelerated loading test where 1,000,000 load cycles were applied. After applying the first 500,000 load cycles the water table was raised and further 500,000 loading cycles were applied. Raising the groundwater table increased the rate of rutting developed in all unbound layers. From the sensor registrations it is clearly seen that the stiffness of all unbound layers decreased as the water table was raised, thus the pressure cells revealed lower registrations but the vertical strain gauges increased their readings. Further, it was observed that the rate of rutting accelerated. This has been interpreted as the impact of higher water content on the characteristics of the unbound layers, the subgrade, subbase and base course.
AB - An accelerated load test using a Heavy Vehicle Simulator (HVS) has been performed at VTI's test facility. The objective was to investigate the response behavior and performance of a commonly used flexible pavement structure in Sweden. The instrumented structure consists of 10 cm bounded layers, granular base and subbase resting on sandy subgrade. The test was divided into three phases: a pre-loading phase, a response phase and the main accelerated loading test where 1,000,000 load cycles were applied. After applying the first 500,000 load cycles the water table was raised and further 500,000 loading cycles were applied. Raising the groundwater table increased the rate of rutting developed in all unbound layers. From the sensor registrations it is clearly seen that the stiffness of all unbound layers decreased as the water table was raised, thus the pressure cells revealed lower registrations but the vertical strain gauges increased their readings. Further, it was observed that the rate of rutting accelerated. This has been interpreted as the impact of higher water content on the characteristics of the unbound layers, the subgrade, subbase and base course.
UR - http://www.scopus.com/inward/record.url?scp=84859921093&partnerID=8YFLogxK
U2 - 10.1201/9780203865286.ch116
DO - 10.1201/9780203865286.ch116
M3 - Conference contribution
AN - SCOPUS:84859921093
SN - 9780415804325
T3 - Bearing Capacity of Roads, Railways and Airfields - Proceedings of the 8th International Conference on the Bearing Capacity of Roads, Railways and Airfields
SP - 1101
EP - 1110
BT - Bearing Capacity of Roads, Railways and Airfields - Proceedings of the 8th International Conference on the Bearing Capacity of Roads, Railways and Airfields
PB - CRC Press
T2 - 8th International Conference on the Bearing Capacity of Roads, Railways and Airfields, BCR2A'09
Y2 - 29 June 2009 through 2 July 2009
ER -