Matrix design for waterproof Engineered Cementitious Composites (ECCs)

被引:94
作者
Yu, Jing [1 ,2 ]
Li, Hedong [3 ,4 ]
Leung, Christopher K. Y. [1 ]
Lin, Xiuyi [3 ]
Lam, Jeffery Y. K. [3 ]
Sham, Ivan M. L. [3 ]
Shih, Kaimin [5 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
[2] Univ Michigan, Dept Civil & Environm Engn, Ann Arbor, MI 48109 USA
[3] Nano & Adv Mat Inst, Hong Kong, Hong Kong, Peoples R China
[4] Zhejiang Univ, Dept Civil Engn, Hangzhou, Zhejiang, Peoples R China
[5] Univ Hong Kong, Dept Civil Engn, Hong Kong, Hong Kong, Peoples R China
关键词
ECC; Matrix; Waterproofing; Wetting property; Sorptivity; Water permeability; Drying Shrinkage; SHRINKAGE-REDUCING ADMIXTURE; SELF-HEALING BEHAVIOR; FLY-ASH; MECHANICAL-PROPERTIES; TRANSPORT-PROPERTIES; PERMEABILITY; PERFORMANCE; CONCRETE; MICROCRACKING; LIMESTONE;
D O I
10.1016/j.conbuildmat.2017.02.076
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The excellent crack control capability of Engineered Cementitious Composites (ECCs) is exceedingly beneficial for waterproofing applications. To design a suitable ECC matrix for waterproofing applications, waterproofing admixture (WPA) was added to improve the wetting property and reduce the sorptivity, and shrinkage-reducing admixture (SRA) together with calcium sulfoaluminate cement (SAC) were introduced to control the drying shrinkage. A comprehensive experimental program was conducted to optimize the use of WPA, SRA and SAC. Moreover, the water permeability of both un-cracked and cracked ECCs were examined. This work finally developed a kind of waterproof ECC, with 28-day compressive strength around 35 MPa, ultimate tensile strain over 4%, a water contact angle larger than 110 degree, 28-day drying shrinkage about 2/3 the value of the typical ECC (M45), a water absorption rate around 5 x 10(-5) mm/s(1/2) and a water permeability coefficient about 8 x 10(-12) m/s. The findings of this research should be rewarding for the design of ECCs for waterproofing applications. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:438 / 446
页数:9
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