Mechanical properties of emulsified asphalt rubber concrete

LIN Qiang; LIU Zanqun; YU Lei; ZHOU Yunchan; CUI Yu

doi:10.13801/j.cnki.fhclxb.20220513.003

Volume 40 Issue 3

Mar. 2023

Turn off MathJax

Article Contents

Article Navigation > Acta Materiae Compositae Sinica > 2023 > 40(3): 1560-1568

LIN Qiang, LIU Zanqun, YU Lei, et al. Mechanical properties of emulsified asphalt rubber concrete[J]. Acta Materiae Compositae Sinica, 2023, 40(3): 1560-1568. doi: 10.13801/j.cnki.fhclxb.20220513.003

Citation:

LIN Qiang, LIU Zanqun, YU Lei, et al. Mechanical properties of emulsified asphalt rubber concrete[J]. Acta Materiae Compositae Sinica, 2023, 40(3): 1560-1568. doi: 10.13801/j.cnki.fhclxb.20220513.003

LIN Qiang, LIU Zanqun, YU Lei, et al. Mechanical properties of emulsified asphalt rubber concrete[J]. Acta Materiae Compositae Sinica, 2023, 40(3): 1560-1568. doi: 10.13801/j.cnki.fhclxb.20220513.003

Citation:

PDF( 5781 KB)

Mechanical properties of emulsified asphalt rubber concrete

doi: 10.13801/j.cnki.fhclxb.20220513.003

LIN Qiang^1
,,
LIU Zanqun^{1
,
,},
YU Lei²,
ZHOU Yunchan¹,
CUI Yu¹

1.
School of Civil Engineering, Central South University, Changsha 410075, China
2.
China Railway Engineering Design and Consulting Group CO., LTD., Beijing 100055, China

Received Date: 2022-03-18
Accepted Date: 2022-05-07
Rev Recd Date: 2022-05-07

Available Online: 2022-05-16

Publish Date: 2023-03-15

Abstract

Abstract

The effects of emulsified asphalt (EA) on the mechanical properties of crumb rubber concrete (CRC) were explored. The fine aggregate was replaced with 5%, 10% and 15% rubber by volume in concrete, and different EA contents corresponding to 4, 6 and 8 layers of films covering the surface of rubber particles according to theoretical calculation were studied. The results of compressive strength, flexural strength, splitting tensile strength and three-point bending experiments show that, compared with the unpretreated CRC and NaOH pretreated CRC, the compressive strength and splitting tensile strength of the CRC with different rubber contents are greatly improved by adding different amounts of EA, the peak displacement increases and the flexural elastic modulus E_b decreases significantly; when the mass ratio of emulsified asphalt to rubber is 0.15 (6 layers of EA film), compared with the unpretreated CRC, the average increase in compressive strength is 3.5%, the peak displacement is 27.6%, and E_b is 21.8% lower for CRC at three rubber contents, emulsified asphalt-rubber concrete has a more prominent composite effect of mechanical properties.
- rubber particle,
- concrete,
- emulsified asphalt,
- mechanical properties,
- recycle
Long Abstrsct
Innovation Points

FullText(HTML)

References(25)

References

[1]	中国轮胎循环利用协会.《中国轮胎循环利用行业“十四五”发展规划》征求行业意见[J]. 中国轮胎资源综合利用, 2020(11): 12-19. China Tire Recycling Association. Soliciting industry opinions for "the 14^th five-year development plan of China’s Tire Recycling Industry"[J]. China Tire Resources Recycling, 2020(11): 12-19(in Chinese).
[2]	ELDIN N N, SENOUCI A B. Use of scrap tires in road construction[J]. Journal of Construction Engineering and Management,1992,118(3):561-576. doi: 10.1061/(ASCE)0733-9364(1992)118:3(561)
[3]	ELDIN N N, SENOUCI A B. Rubber-tire particles as concrete aggregate[J]. Journal of Materials in Civil Engineering,1993,5(4):478-496. doi: 10.1061/(ASCE)0899-1561(1993)5:4(478)
[4]	张海波, 管学茂, 刘小星, 等. 废旧橡胶颗粒对混凝土强度的影响及界面分析[J]. 材料导报, 2009, 23(8):65-67. doi: 10.3321/j.issn:1005-023X.2009.08.020 ZHANG Haibo, GUAN Xuemao, LIU Xiaoxing, et al. Study on compressive strength and interface of rubberized concrete[J]. Materials Reports,2009,23(8):65-67(in Chinese). doi: 10.3321/j.issn:1005-023X.2009.08.020
[5]	TIAN S, ZHANG T, LI Y. Research on modifier and modified process for rubber-particle used in rubberized concrete for road[J]. Advanced Materials Research,2011,243:4125-4130.
[6]	SEGRE N, JOEKES I. Use of tire rubber particles as addition to cement paste[J]. Cement and Concrete Research,2000,30(9):1421-1425. doi: 10.1016/S0008-8846(00)00373-2
[7]	MEDDAH A, BEDDAR M, BALI A. Use of shredded rubber tire aggregates for roller compacted concrete pavement[J]. Journal of Cleaner Production,2014,72:187-192. doi: 10.1016/j.jclepro.2014.02.052
[8]	KASHANI A, NGO T D, HEMACHANDRA P, et al. Effects of surface treatments of recycled tyre crumb on cement-rubber bonding in concrete composite foam[J]. Construction and Building Materials,2018,171:467-473. doi: 10.1016/j.conbuildmat.2018.03.163
[9]	YOUSSF O, HASSANLI R, MILLS J E, et al. Influence of mixing procedures, rubber treatment, and fibre additives on rubcrete performance[J]. Journal of Composites Science,2019,3(2):41. doi: 10.3390/jcs3020041
[10]	GUO S, DAI Q, SI R, et al. Evaluation of properties and performance of rubber-modified concrete for recycling of waste scrap tire[J]. Journal of Cleaner Production,2017,148:681-689. doi: 10.1016/j.jclepro.2017.02.046
[11]	LI Z, LI F, LI J S L. Properties of concrete incorporating rubber tyre particles[J]. Magazine of Concrete Research,1998,50(4):297-304. doi: 10.1680/macr.1998.50.4.297
[12]	OSSOLA G, WOJCIK A. UV modification of tire rubber for use in cementitious composites[J]. Cement and Concrete Composites,2014,52:34-41. doi: 10.1016/j.cemconcomp.2014.04.004
[13]	何亮, 刘誉贵, 牟元华. 橡胶改性及其对橡胶水泥基质材料性能的影响[J]. 硅酸盐通报, 2017, 36(3):936-941. HE Liang, LIU Yugui, MOU Yuanhua. Rubber modification and its influence on the properties of rubber cement matrix[J]. Bulletin of the Chinese Ceramic Society,2017,36(3):936-941(in Chinese).
[14]	LI Y, ZHANG X, WANG R, et al. Performance enhancement of rubberised concrete via surface modification of rubber: A review[J]. Construction and Building Materials,2019,227:116691. doi: 10.1016/j.conbuildmat.2019.116691
[15]	HUANG B, SHU X, LI G. Laboratory investigation of portland cement concrete containing recycled asphalt pavements[J]. Cement and Concrete Research,2005,35(10):2008-2013. doi: 10.1016/j.cemconres.2005.05.002
[16]	李朝元, 刘赞群, 陈娟,等. 水泥-乳化沥青-橡胶颗粒砂浆拉伸性能研究[J]. 硅酸盐通报, 2020, 39(8):2549-2556. LI Chaoyuan, LIU Zanqun, CHEN Juan, et al. Tensile properties of cement-emulsified-rubber particle mortar[J]. Bulletin of the Chinese Ceramic Society,2020,39(8):2549-2556(in Chinese).
[17]	OIKONOMOU N, MAVRIDOU S. Improvement of chloride ion penetration resistance in cement mortars modified with rubber from worn automobile tires[J]. Cement and Concrete Composites,2009,31(6):403-407. doi: 10.1016/j.cemconcomp.2009.04.004
[18]	BING C, NING L. Experimental research on properties of fresh and hardened rubberized concrete[J]. Journal of Materials in Civil Engineering,2014,26(8):04014040. doi: 10.1061/(ASCE)MT.1943-5533.0000923
[19]	叶青. 水泥乳化沥青混凝土凝结硬化机理及微观结构研究[D]. 西安: 长安大学, 2012. YE Qin. Study on setting and hardening mechanism and microstructure of cement emulsified asphalt concrete[D]. Xi'an: Chang’an University, 2012(in Chinese).
[20]	中华人民共和国住房和城乡建设部. 混凝土力学性能试验方法标准: GB/T 50081—2019[S]. 北京: 中国建筑工业出版社, 2019. Ministry of Housing and Urban-Rural Development of the People's Republic of China. Standard for test methods of concrete physical and mechanical properties: GB/T 50081—2019[S]. Beijing: China Architecture & Building, 2019(in Chinese).
[21]	MOHAMMADI I, KHABBAZ H, VESSALAS K. Enhancing mechanical performance of rubberised concrete pavements with sodium hydroxide treatment[J]. Materials and Structures,2016,49(3):813-827. doi: 10.1617/s11527-015-0540-7
[22]	中华人民共和国住房和城乡建设部. 纤维混凝土应用技术规程: JGJ/T 221—2010[S]. 北京: 中国建筑工业出版社, 2010. Ministry of Housing and Urban-Rural Development of the People's Republic of China. Technical specification for application of fibber reinforced concrete: JGJ/T 221—2010[S]. Beijing: China Architecture & Building Press, 2010(in Chinese).
[23]	毛子铭. 阳离子乳化沥青对水泥浆体微结构、力学及耐久性能的影响[D]. 扬州: 扬州大学, 2020. MAO Ziming. Effect of cationic asphalt emulision on microstructure, mechanical properties and durability of cement paste[D]. Yangzhou: Yangzhou University, 2020(in Chinese).
[24]	中华人民共和国交通运输部. 公路水泥混凝土路面设计规范: JTG D40—2011[S]. 北京: 中国建筑工业出版社, 2011. Ministry of Transport of the People's Republic of China. Specifications for design of highway cement concrete pavement: JTG D40—2011[S]. Beijing: China Architecture & Building Press, 2011(in Chinese).
[25]	刘方, 王宝民, 袁晓洒, 等. 掺加废旧橡胶颗粒混凝土的韧性试验研究[J]. 混凝土, 2019(3):78-81, 85. doi: 10.3969/j.issn.1002-3550.2019.03.019 LIU Fang, WANG Baomin, YUAN Xiaosa, et al. Experimental study on toughness of concrete containing scrap rubber[J]. Concrete,2019(3):78-81, 85(in Chinese). doi: 10.3969/j.issn.1002-3550.2019.03.019