Assessing the effect of mineral admixtures on the durability of Prestressed Concrete Cylinder Pipe (PCCP) by means of electrochemical impedance spectroscopy

被引:24
作者
Hassi, Sara [1 ]
Touhami, Mohamed Ebn [1 ]
Boujad, Abdelkbir [2 ]
Benqlilou, Hanane [3 ]
机构
[1] Ibn Tofail Univ, Fac Sci, Lab Mat Engn & Environm Modelling & Applicat, BP 133-14000, Kenitra, Morocco
[2] Ctr Expt Mat & Genie Industriel CEMGI, Lab Publ Essais & Etud LPEE, Tit Mellil BP 61, Casablanca, Morocco
[3] Inst Int Eau & Assainissement IEA, Off Natl Elect & Eau Potable ONEE, Rabat, Morocco
关键词
Durability; PCCP; Mortar coating; Fly ash; Silica fume; Exposure class; Electrochemical impedance spectroscopy; Chloride-sulfate ingress; FLY-ASH; CARBONATION BEHAVIOR; BLENDED CEMENT; HYDRATION FEATURE; SILICA FUME; CORROSION; MORTAR; PASTE; SLAG;
D O I
10.1016/j.conbuildmat.2020.120925
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper describes an experimental study to improve the durability of prestressed concrete cylinder pipe (PCCP) mortar coatings exposed to chemical attacks. Three mortar coating mixtures: a control, a 10% FA (fly ash), and 10% SF (silica fume) mortars were investigated. The mortar containing 10% SF was designed specifically to meet the requirements of the XA3 exposure class following EN 206-1. The specimens were immersed in a 9.5 wt% NaCl solution and a composite solution of 9.5 wt% NaCl and 34 wt% Na2SO4 to simulate the most aggressive environment found in the right of way of pipelines in Morocco. Electrochemical impedance spectroscopy (EIS) was used to identify the changes in the microstructure of the mortar coatings and the reinforcement bars. Dong's electrochemical equivalent model was implemented and fitted to the experimental results. It was observed that mineral admixtures can considerably improve the durability of the PCCPs. The 10% SF mortar yielded the best result in terms of corrosion performance. Results also indicated that Dong's model is a more efficient model for describing the electrochemical system of mixtures compared to other circuit models. (C) 2020 Elsevier Ltd. All rights reserved.
引用
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页数:14
相关论文
共 37 条
  • [21] Ge S., 2015, J MAT SCI RES, V4, P59, DOI [10.5539/jmsr.v4n3p59, DOI 10.5539/JMSR.V4N3P59]
  • [22] The stability of bound chlorides in cement paste with sulfate attack
    Geng, Jian
    Easterbrook, Dave
    Li, Long-yuan
    Mo, Li-wei
    [J]. CEMENT AND CONCRETE RESEARCH, 2015, 68 : 211 - 222
  • [23] Identification of corrosion in a prestressed concrete pipe utilizing acoustic emission technique
    Goldaran, Reza
    Turer, Ahmet
    Kouhdaragh, Mehdi
    Ozlutas, Kezban
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2020, 242
  • [24] MICROSTRUCTURAL CHARACTERIZATION OF THE TRANSITION ZONE IN CEMENT SYSTEMS BY MEANS OF AC IMPEDANCE SPECTROSCOPY
    GU, P
    XIE, P
    BEAUDOIN, JJ
    [J]. CEMENT AND CONCRETE RESEARCH, 1993, 23 (03) : 581 - 591
  • [25] Hall S.C., 1998, CORROSION 98, P18
  • [26] A review on microstructural characterization of cement-based materials by AC impedance spectroscopy
    Hu, Xiang
    Shi, Caijun
    Liu, Xiaojin
    Zhang, Jiake
    de Schutter, Geert
    [J]. CEMENT & CONCRETE COMPOSITES, 2019, 100 : 1 - 14
  • [27] Effects of densified silica fume on microstructure and compressive strength of blended cement pastes
    Ji, YJ
    Cahyadi, JH
    [J]. CEMENT AND CONCRETE RESEARCH, 2003, 33 (10) : 1543 - 1548
  • [28] Corrosion behaviour of rebars in fly ash mortar exposed to carbon dioxide and chlorides
    Montemor, MF
    Cunha, MP
    Ferreira, MG
    Simoes, AM
    [J]. CEMENT & CONCRETE COMPOSITES, 2002, 24 (01) : 45 - 53
  • [29] Romer A.E., 2001, P PIP 2001 ADV PIP E, P1
  • [30] Effects of Chloride Ion Binding on Microstructure of Cement Pastes
    Shi, Caijun
    Hu, Xiang
    Wang, Xiaogang
    Wu, Zemei
    de Schutter, Geert
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2017, 29 (01)