|Table of Contents|

[1] Yang Qun, He Wenhua,. Storage stability of SBS modified bitumenbased on mixed-level orthogonal array design [J]. Journal of Southeast University (English Edition), 2012, 28 (3): 337-343. [doi:10.3969/j.issn.1003-7985.2012.03.015]
Copy

Storage stability of SBS modified bitumenbased on mixed-level orthogonal array design()
Share:

Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
28
Issue:
2012 3
Page:
337-343
Research Field:
Traffic and Transportation Engineering
Publishing date:
2012-09-30

Info

Title:
Storage stability of SBS modified bitumenbased on mixed-level orthogonal array design
Author(s):
Yang Qun He Wenhua
Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China
Keywords:
storage stability mixed-level orthogonal array design separation softening point difference average softening point
PACS:
U414
DOI:
10.3969/j.issn.1003-7985.2012.03.015
Abstract:
The styrene-butadiene-styrene(SBS)modified bitumens with different contents of SBS modifiers are stored in different conditions to study the storage stability of SBS modified bitumen. Mixed-level orthogonal array design(OAD)is used and factors such as SBS modifier content, storage time, storage temperature and container size are chosen in a mixed-level OAD with an OA16(31×44)matrix. Parameters like the separation softening point difference(the separation difference of the ring and ball softening point of the top and bottom samples)and the average softening point(the arithmetic mean of the softening points of the top and bottom samples)are proposed to evaluate the separation and the ageing of modified bitumen during storage in this experiment, respectively. The results reveal that the separation and the ageing during storage exhibit a complicated variation for storage temperature and time. The separation softening point difference decreases with the storage temperature rising from 20 to 120 ℃ and increases with the temperature exceeding 120 ℃, and the average softening point drops with the storage time being prolonged. Different storage conditions have various effects on the storage stability of SBS modified bitumen.

References:

[1] Perez-Lepe A, Martinez-Boza F J, Gallegos C. High temperature stability of different polymer-modified bitumens: a rheological evaluation[J]. Journal of Applied Polymer Science, 2007, 103(2): 1166-1174.
[2] Maccarone S, Holleran G, Gnanaseelan G P. Rheological properties of polymer modified binders and relationship to performance: the rheology of bituminous binders[R]. Brussels: Eurobitume Rheology Workshop, 1995.
[3] Alonso S, Medina-Torres L, Zitzumbo R, et al. Rheology of asphalt and styrene-butadiene blends[J].Journal of Materials Science, 2010, 45(10): 2591-2597.
[4] Whiteoak D. The shell bitumen handbook[R]. Chertsey: Shell Bitumen, 1991.
[5] Lu Xiaohu, Isacsson U, Ekblad J. Phase separation of SBS polymer modified bitumens[J]. Journal of Materials in Civil Engineering, 1999, 11(1):51-57.
[6] Mo L T, Huurman M, Woldekidan M F, et al. Investigation into material optimization and development for improved ravelling resistant porous asphalt concrete[J]. Materials and Design, 2010, 31(7): 3194-3206.
[7] Lu X, Isacsson U. Rheological characterization of styrene-butadiene-styrene copolymer modified bitumens[J] Construction and Building Materials, 1997, 11(1):23-32.
[8] Galooyak S S, Dabir B, Nazarbeygi A E, et al. Rheological properties and storage stability of bitumen/SBS/montmorillonite[J]. Construction and Building Materials, 2010, 24(3): 300-307.
[9] Sun Daquan, Lu Weimin. Investigation and improvement of storage stability of SBS modified asphalt[J]. Petroleum Science and Technology, 2003, 21(5): 901-910.
[10] Li Taoling, Sun Lijun, Zhang Hongcao. Study of evaluation methods and indexes for storage stability of SBS modified asphalt[J]. Journal of Building Materials, 2002, 5(2):137-140.(in Chinese)
[11] Ji Yangbeibei, Chen Huaxin, Bao Yanni. Experiment and index of storage stability of modified asphalt[J]. Journal of the Tongji University: Natural Science, 2006, 34(8):1035-1039.(in Chinese)
[12] Huang Weidong, Sun Lijun. Interaction and procedure among styrene-butadiene triblock copolymer, asphalt and maltenes[J]. Journal of the Tongji University: Natural Science, 2002, 30(7):819-823.(in Chinese)
[13] Huang Weidong, Sun Lijun. Soft point decrease of SBS modified asphalt[J]. China Journal of Highway and Transport, 2002, 15(2):1-3.(in Chinese)
[14] Yuan Jianan, Zhong Qinghua, Ji An. Mechanism of softening point decrease of SBS modified bitumens[J]. Petroleum Asphalt, 2003, 17(2):39-42.(in Chinese)
[15] Chen Huaxin, Wang Binggang. Mechanism analysis of the interaction between base asphalt and SBS modifiers[J]. Highway, 2007, 2(2): 134-138.(in Chinese)
[16] Lu Xiaohu, Isacsson U. Artificial aging of polymer modified bitumens[J]. Journal of Applied Polymer Science, 2000, 76(12): 1811-1824.
[17] Airey G D. Styrene butadiene styrene polymer modification of road bitumens[J]. Journal of Materials Science, 2004, 39(3):951-959.
[18] Research Institute of Highway of Ministry of Transport. JTJ 052—2000 Standard test methods of bitumen and bituminous mixtures for highway engineering [S].Beijing: China Communications Press, 2000.(in Chinese)
[19] Chen Kui. Experimental design and analysis [M]. 2nd ed. Beijing: Tsinghua University Press, 2005.(in Chinese)
[20] Ren Luquan. Optimum design and analysis of experiments [M]. 2nd ed. Beijing: Higher Education Press, 2003.(in Chinese)
[21] Research Institute of Highway of Ministry of Transport. JTG F40—2004 Technical specifications for construction of highway asphalt pavements [S]. Beijing: China Communications Press, 2004.(in Chinese)
[22] Isacsson U, Lu X. Testing and appraisal of polymer modified road bitumens[J]. Materials and Structures, 1995, 28(3): 139-159.

Memo

Memo:
Biography: Yang Qun(1975—), male, doctor, associate professor, qunyang.w@tongji.edu.cn.
Foundation item: The National Natural Science Foundation of China(No.51178348).
Citation: Yang Qun, He Wenhua. Storage stability of SBS modified bitumen based on mixed-level orthogonal array design[J].Journal of Southeast University(English Edition), 2012, 28(3):337-343.[doi:10.3969/j.issn.1003-7985.2012.03.015]
Last Update: 2012-09-20