低强型水泥乳化沥青砂浆抗压强度的计算模型

doi:10.11896/cldb.21040170

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Abstract According to the physical structure model of low strength cement asphalt mortar (CA mortar), in reference to the particulate reinforcement theo-ries for polymer composites, the quantitative relationship between compressive strength and composition parameters of CA mortar was obtained.Results show that in cement asphalt binder (CAB), the reinforcement effect of hydration product on asphalt focuses on its overall content, and thus Piggott model is suitable for describing the relationship between compressive strength and hydration products volume fraction of CAB.The enhancement effect of sand on CAB focuses on individual attributes, so Nielsen model is suitable for characterizing the relationship between compressive strength and sand content of CA mortar.Verified by the data in the relevant literature, the established model has good universality.

Key words： cement asphalt mortar high asphalt to cement ratio compressive strength mix proportion parameter

Published: 25 November 2022 Online: 2022-11-25

CLC number:

TU528.42

Fund:Opening Project of State Key Laboratory of Green Building Materials(2021GBM01) and Key Scientific Research Project Plans of Higher Education Institutions in Henan Province(22B560002).

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	Articles by authors
	TIAN Qing
	QU Mengjiao
	QI Shuai
	YAO Tianshuai
	ZHANG Miao
	XU Gelong
	DENG Dehua

Cite this article:

TIAN Qing,QU Mengjiao,QI Shuai, et al. Calculation Model for Compressive Strength of Low Strength Cement Asphalt Mortar[J]. Materials Reports, 2022, 36(22): 21040170-5.

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http://www.mater-rep.com/EN/10.11896/cldb.21040170 OR http://www.mater-rep.com/EN/Y2022/V36/I22/21040170

1 Yuan Q, Deng D H, Wang Y.Chinese Science Bulletin, 2020, 65(22), 2384(in Chinese).
元强, 邓德华, 王勇.科学通报, 2020, 65(22), 2384.
2 Wang Y, Yuan Q, Deng D H, et al. Construction and Building Mate-rials, 2017, 150, 714.
3 中华人民共和国铁道部.客运专线铁路CRTS I型板式无砟轨道水泥乳化沥青砂浆暂行技术条件.中国铁道出版社, 2008.
4 中华人民共和国铁道部.客运专线铁路CRTS II型板式无砟轨道水泥乳化沥青砂浆暂行技术条件.中国铁道出版社, 2008.
5 Tian Q, Deng D H, Peng J W.China Railway Science, 2016, 37(2), 1(in Chinese).
田青, 邓德华, 彭建伟.中国铁道科学, 2016, 37(2), 1.
6 Wang Q, Yan P Y, A R H, et al. Journal of Materials in Civil Enginee-ring, 2011, 23(9), 1353.
7 Deng D H, Tian Q, Liu Z Q, et al. Scientia Sinica (Technologica), 2014, 44(7), 661(in Chinese).
邓德华, 田青, 刘赞群, 等.中国科学: 技术科学, 2014, 44(7), 661.
8 Wang Q, Yan P Y, A R H.Journal of Building Materials, 2009,12(5), 519(in Chinese).
王强, 阎培渝, 阿茹罕.建筑材料学报, 2009, 12(5), 519.
9 Tan Y Q, Ouyang J, Wang J F, et al. Journal of the China Railway Society, 2012, 34(7), 122(in Chinese).
谭忆秋, 欧阳剑, 王金凤, 等.铁道学报, 2012, 34(7), 122.
10 Wan Y, Hong J X, Xu J, et al. Journal of Building Materials, 2013, 16(2), 261(in Chinese).
万赟, 洪锦祥, 徐静, 等.建筑材料学报, 2013, 16(2), 261.
11 Zhu H S, Zeng X H, Liu H C, et al. Journal of the Chinese Ceramic Society, 2020, 48(5), 644(in Chinese).
朱华胜, 曾晓辉, 刘海川, 等.硅酸盐学报, 2020, 48(5), 644.
12 Tian Q, Deng D H, Cai J W.Journal of Building Materials, 2018, 21(5), 841(in Chinese).
田青, 邓德华, 蔡基伟.建筑材料学报, 2018, 21(5), 841.
13 Tian Q, Zhang M, Cai J W, et al. Bulletin of the Chinese Ceramic Society, 2020, 39(6), 1722(in Chinese).
田青, 张苗, 蔡基伟, 等.硅酸盐通报, 2020, 39(6), 1722.
14 Fang L, Yuan Q, Deng D H, et al. Journal of Materials in Civil Engineering, 2017, 29(8), 04017080.
15 Sato K.Progress in Organic Coatings, 1976, 4(4), 271.
16 Ahmed S, Jones F.Journal of Materials Science, 1990, 25(12), 4933.
17 Goodier J.Journal of Applied Mechanics, 1933, 1, 39.
18 Toussaint A.Progress in Organic Coatings, 1974, 2(3), 237.
19 Leidner J, Woodhams R.Journal of Applied Polymer Science, 1974, 18(6), 1639.
20 Hojo H, Toyoshima W, Tamura M, et al. Polymer Engineering and Science, 1974, 14(9), 604.
21 Nicolais L.Polymer Engineering and Science, 1975, 15(3), 137.
22 Nielsen L.Journal of Applied Polymer Science, 1966, 10(1), 97.
23 Piggott M.Journal of Applied Polymer Science, 1974, 18(6), 1619.
24 Landon G, Lewis G, Boden G.Journal of Materials Science, 1977, 12(8), 1605.
25 Fang L, Yuan Q, Pan Y R, et al. Journal of Wuhan University of Technology-Material Science Edition, 2017, 32(6), 1379.
26 Tang M, He Z M.Journal of Shenyang Architectural Engineering College, 1985, 1(Z1), 83(in Chinese).
唐明, 何振明.沈阳建筑工程学院学报, 1985, 1(Z1), 83.
27 Yang J B, Yan P Y, Kong X M, et al. Scientia Sinica Technologica, 2010, 40(8), 959(in Chinese).
杨进波, 阎培渝, 孔祥明, 等.中国科学, 2010, 40(8), 959.
28 Wang Z M.The interface chemistry phenomena and rheological properties of “cement-water-superplasticizer” system.Ph.D.Thesis, Beijing University of Technology, China, 2006(in Chinese).
王子明.“水泥-水-高效减水剂”系统的界面化学现象与流变性能.博士学位论文, 北京工业大学, 2006.
29 Wang T, Hu S G, Wang F Z, et al. Railway Engineering, 2008, 3(2), 109(in Chinese).
王涛, 胡曙光, 王发洲, 等.铁道建筑, 2008, 3(2), 109.
30 Kong X M, Liu Y L, Yan P Y.Journal of Building Materials, 2010, 13(2), 187(in Chinese).
孔祥明, 刘永亮, 阎培渝.建筑材料学报, 2010, 13(2), 187.
31 Wang Q, A R H, Yan P Y.Journal of Railway Science and Engineering, 2008, 5(6), 1(in Chinese).
王强, 阿茹罕, 阎培渝.铁道科学与工程学报, 2008, 5(6), 1.
32 Fu Q, Xie Y J, Zheng K R, et al. Journal of the Chinese Ceramic Society, 2014, 42(5), 642(in Chinese).
傅强, 谢友均, 郑克仁, 等.硅酸盐学报, 2014, 42(5), 642.
33 Tang S.Water absorbing and evaporating characteristics of cement asphalt mortar and effect of wetting-drying cycles on its properties.Master's Thesis, Central South University, China, 2014(in Chinese).
唐斯.水泥乳化沥青砂浆的吸水和失水特性及干湿循环对性能的影响.硕士学位论文, 中南大学, 2014.