Chloride ingress and binding of coral waste filler-coral waste sand marine mortar incorporating metakaolin

被引:44
作者
Wang, Yunyao [1 ,2 ]
Shui, Zhonghe [1 ]
Yu, Rui [1 ]
Huang, Yun [2 ]
机构
[1] Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China
[2] Wuhan Univ Technol, Sch Mat Sci & Engn, Wuhan 430070, Hubei, Peoples R China
关键词
Coral waste; Metakaolin; Chloride ingress; Chloride binding; Friedel's salt; Phase transformation; PORTLAND-CEMENT; FRIEDELS SALT; FLY-ASH; MECHANICAL-PROPERTIES; LIMESTONE FILLER; CONCRETE; HYDRATION; CALCIUM; DURABILITY; DIFFUSION;
D O I
10.1016/j.conbuildmat.2018.09.189
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The present study investigates the chloride ingress and binding behaviors of coral waste filler-coral waste sand marine mortar and the influence imposed by metakaolin (MK) addition. The mortars were cured for 4 months and followed by exposing to 0.5 M sodium chloride solution for 45 days. Thereafter, the chloride profiles of mortars were determined by titration method and the phase assemblies of mortars at different depths were determined by X-ray diffraction and thermogravimetry. The results show that coral waste mortars demonstrate dramatically lower ability to resist chloride ingress than normal mortar due to the loose structure of coral waste mortar. Due to the combination of pozzolanic reaction, formation of additional carboaluminate and improved chloride binding capacity by MK addition, chloride penetration is significantly restrained. Carboaluminate can decompose to possible solid solution between hemicarboaluminate (C4Ac0.5H12) and Friedel's salt (C(4)ACl(2)H(10)) in a low chloride concentration, while it directly converts to Friedel's salt in a high chloride concentration. Since the large amount of coral waste in system restrains the formation of monosulfoaluminate (C4AsH12), the Kuzel's salt (C4As0.5ClH12), as an intermediate phase from monosulfoaluminate to Friedel's salt, is not formed even in low chloride concentration. Owing to the synergistic effects of carbonation and the leaching of calcium ions, the outmost layers of the mortars bind less chloride compared to their neighboring layers. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1069 / 1080
页数:12
相关论文
共 53 条
[1]  
[Anonymous], 2017, GREEN BUILD CHALL HD
[2]   Cement substitution by a combination of metakaolin and limestone [J].
Antoni, M. ;
Rossen, J. ;
Martirena, F. ;
Scrivener, K. .
CEMENT AND CONCRETE RESEARCH, 2012, 42 (12) :1579-1589
[3]   PROBLEM OF PREDICTING RISK OF CORROSION OF STEEL IN CHLORIDE CONTAMINATED CONCRETE [J].
ARYA, C ;
NEWMAN, JB .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 1-DESIGN AND CONSTRUCTION, 1990, 88 :875-888
[4]   Impact of chloride on the mineralogy of hydrated Portland cement systems [J].
Balonis, Magdalena ;
Lothenbach, Barbara ;
Le Saout, Gwenn ;
Glasser, Fredrik P. .
CEMENT AND CONCRETE RESEARCH, 2010, 40 (07) :1009-1022
[5]   Friedel's salt, Ca2Al(OH)6(Cl,OH)•2H2O:: Its solid solutions and their role in chloride binding [J].
Birnin-Yauri, UA ;
Glasser, FP .
CEMENT AND CONCRETE RESEARCH, 1998, 28 (12) :1713-1723
[6]   Limestone reaction in calcium aluminate cement-calcium sulfate systems [J].
Bizzozero, Julien ;
Scrivener, Karen L. .
CEMENT AND CONCRETE RESEARCH, 2015, 76 :159-169
[7]   Studies on the carboaluminate formation in limestone filler-blended cements [J].
Bonavetti, VL ;
Rahhal, VF ;
Irasser, EF .
CEMENT AND CONCRETE RESEARCH, 2001, 31 (06) :853-859
[8]   Mechanism of hydration of the metakaolin-lime-water system [J].
Cabrera, J ;
Rojas, MF .
CEMENT AND CONCRETE RESEARCH, 2001, 31 (02) :177-182
[9]   Chloride-binding isotherms in-concrete submitted to non-steady-state migration experiments [J].
Castellote, M ;
Andrade, C ;
Alonso, C .
CEMENT AND CONCRETE RESEARCH, 1999, 29 (11) :1799-1806
[10]  
Chen F., 2017, CHINA HARB ENG, V37, P68