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Addressing the permanent deformation behavior of hot mix asphalt by triaxial cyclic compression testing with cyclic confining pressure 被引量:8
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作者 Bernhard Hofko 《Journal of Traffic and Transportation Engineering(English Edition)》 2015年第1期17-29,共13页
Rutting or permanent deformation is one of the major distress modes of hot mix asphalt in the field. Triaxial cycle compression testing (TCCT) is a standardized and scientifically accepted test method to address thi... Rutting or permanent deformation is one of the major distress modes of hot mix asphalt in the field. Triaxial cycle compression testing (TCCT) is a standardized and scientifically accepted test method to address this distress mode in the lab and to characterize the resistance to permanent deformation. In most labs and according to EN 12697-25, standard TGCTs are carried out with cyclic axial loading and a constant confining pressure. In road pavements on the other hand, dynamic traffic loading due to passing wheels leads to cyclic confining pressure. In order to bring the TCCT closer to reality, the radial reaction and its phase lag to axial loading in standard TCCTs are analyzed and an enhanced TCCT with cyclic confining pressure is introduced. The cyclic confining pressure takes into account the viscoelastic material response by the radial phase lag to axial phase loading. In a subsequent test program, TCCTs with different confining pressure amplitudes were carried out on two hot mix asphalts. Results from standard and enhanced TCCTs were analyzed, compared and discussed. It is shown that the resistance to permanent deformation in- creases significantly when the viscoelastic material response is taken into account in the TCCT by introducing cyclic confining pressure. 展开更多
关键词 Triaxial testing Permanent deformation Viscoelasticity Hot mix asphalt Cyclic confining pressure
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The gelation rule of the polyol acetal derivatives in binary solvent mixtures
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作者 Nan-Xiang Zhang Peng Lin +3 位作者 Jing-Jing Li Jia-Hui Liu Bao Zhang lian Son 《Chinese Chemical Letters》 SCIE CAS CSCD 2018年第2期276-280,共5页
The gelation properties of polyol acetal derivatives including 2,4-(3,4-dichlorobenzylidene)-D-sorbitol(DCBS), 1,3:2,4-di(3,4-dichlorobenzylidene)-D-sorbitol(DDCBS) and 1,3:2,5:4,6-tris(3,4-dichlorobenzyli... The gelation properties of polyol acetal derivatives including 2,4-(3,4-dichlorobenzylidene)-D-sorbitol(DCBS), 1,3:2,4-di(3,4-dichlorobenzylidene)-D-sorbitol(DDCBS) and 1,3:2,5:4,6-tris(3,4-dichlorobenzylidene)-D-mannitol(TDCBM) in 35 single solvents and 39 binary solvent mixtures have been studied. FTIR and XRD results suggest that the self-assembly patterns of the gelator will not change in either the single solvent component or the corresponding solvent mixtures, but the critical gelation concentration(CGC)will be influenced. The results of SEM and rheology showed that the formation of true gels at saturated concentrations. Improving the heating temperature may promote the dissolving of gelators which are even insoluble at the temperature of the solvent boiling point and change the gelation behaviors. FloryHuggins parameter(x) was used to predict the gelation behavior of DCBS in the mixed solvents, and it is shown that the x values for the mixed solvents that can be gelled by DCBS are either greater or smaller than those for the selected good solvents. 展开更多
关键词 Supramolecular gel Saturated concentration mixed solvents Teas plot Self-assembly pattern High temperature and pressure
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