TY - JOUR
T1 - Multiple stress creep and recovery test for bituminous binders–influence of several key experimental parameters
AU - Wang, Di
AU - Zhu, Jiqing
AU - Porot, Laurent
AU - Cannone Falchetto, Augusto
AU - Damen, Sjaak
N1 - Publisher Copyright:
© 2023 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group.
PY - 2023
Y1 - 2023
N2 - The Multiple Stress Creep and Recovery test is recognised to better characterise the high-temperature property of bituminous binders than the traditional methods, especially for polymer modified bitumen (PmB). However, some experimental parameters may affect the test results, such as the preloading, measurement location, stress level. In this study, the effects of these parameters were evaluated through an interlaboratory experiment. Four bituminous binders were short-term aged and analysed by five different laboratories. The variability in most results met the requirements of the European standard, while some failed to pass the American precision criteria. The preloading at 0.1 kPa with ten cycles was found to have a recordable impact on PmB samples, but a less significant effect was observed for the unmodified ones. With the measurement locations, the influence is limited compared to other parameters. As for stress sensitivity, higher stresses lead to remarkable differences.
AB - The Multiple Stress Creep and Recovery test is recognised to better characterise the high-temperature property of bituminous binders than the traditional methods, especially for polymer modified bitumen (PmB). However, some experimental parameters may affect the test results, such as the preloading, measurement location, stress level. In this study, the effects of these parameters were evaluated through an interlaboratory experiment. Four bituminous binders were short-term aged and analysed by five different laboratories. The variability in most results met the requirements of the European standard, while some failed to pass the American precision criteria. The preloading at 0.1 kPa with ten cycles was found to have a recordable impact on PmB samples, but a less significant effect was observed for the unmodified ones. With the measurement locations, the influence is limited compared to other parameters. As for stress sensitivity, higher stresses lead to remarkable differences.
KW - high-temperature creep and recovery
KW - measurement location
KW - MSCR
KW - Polymer modified bitumen
KW - preloading
KW - stress sensitivity
UR - http://www.scopus.com/inward/record.url?scp=85148897560&partnerID=8YFLogxK
U2 - 10.1080/14680629.2023.2180992
DO - 10.1080/14680629.2023.2180992
M3 - Article
AN - SCOPUS:85148897560
VL - 24
SP - S290-S308
JO - Road Materials and Pavement Design
JF - Road Materials and Pavement Design
SN - 1468-0629
IS - sup1
ER -