Elephant skin formation on UHPC surface: Effects of climatic condition and blast furnace slag content

被引:16
作者
Yalcinkaya, Caglar [1 ,2 ]
Copuroglu, Oguzhan [2 ]
机构
[1] Dokuz Eylul Univ, Fac Engn, Dept Civil Engn, TR-35160 Izmir, Turkey
[2] Delft Univ Technol, Fac Civil Engn & Geosci, Sect Mat & Environm, NL-2628 CN Delft, Netherlands
关键词
Elephant skin formation; UHPC; Superplasticizer; Slag; Microstructure; HIGH PERFORMANCE CONCRETE;
D O I
10.1016/j.conbuildmat.2020.121126
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ultra-high performance concrete (UHPC), which typically contains extremely high superplasticizer amount, tends to render a special type of dense surface layer, especially under drying conditions. Even if the inner side of fresh UHPC is still in a flowable nature, the top surface of the concrete which is exposed to ambient conditions renders a dense cover called "elephant skin" in a short time after casting. In this study, the effects of climatic conditions and ground granulated blast furnace slag (GGBS) replacement on the elephant skin formation were studied. The influence of elephant skin formation on the macropore profile was assessed by micro-computed tomography scan. Observations revealed that any drying condition that does not lead to water vapor condensation on the fresh surface can trigger the formation of elephant skin within minutes after casting. Both microscopic and micro-computed tomography investigations showed that as a result of elephant skin formation, most of the air bubbles cannot escape from the fresh matrix, and locate under the skin. These air bubbles and elephant skin itself result in a multi-layered structure in UHPC body throughout the cross-section and reduce the aesthetics of the casting surface. Increasing GGBS replacement percentage significantly reduced the superplasticizer demand which is responsible for skin formation, however, did not eliminate the problem. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:12
相关论文
共 31 条
[1]  
[Anonymous], 2020, CONSTR BUILD MATER, DOI DOI 10.1016/J.C0NBUILDMAT.2020.120209
[2]  
[Anonymous], 2020, CONSTR BUILD MATER, DOI DOI 10.1016/J.C0NBUILDMAT.2020.119844
[3]   Improvement of the surface quality and aesthetics of ultra-high-performance concrete [J].
Chen, Yang ;
Matalkah, Faris ;
Rankothge, Weerirsiri ;
Balachandra, Anagi ;
Soroushian, Parviz .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CONSTRUCTION MATERIALS, 2019, 172 (05) :246-255
[4]  
Fehling E., 2014, ULTRAHIGH PERFORMANC, DOI [10.1002/9783433604076, DOI 10.1002/9783433604076.]
[5]   Tensile behaviour and durability aspects of sustainable ultra-high performance concrete incorporated with GGBS as cementitious material [J].
Ganesh, P. ;
Murthy, A. Ramachandra .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 197 :667-680
[6]  
Graybeal B., 2010, FHWA PUBLICATION
[7]  
Graybeal B, 2014, FHWAHRT14084
[8]   Mechanical performance of affordable and eco-efficient ultra-high performance concrete (UHPC) containing recycled tyre steel fibres [J].
Isa, M. N. ;
Pilakoutas, Kypros ;
Guadagnini, Maurizio ;
Angelakopoulos, Harris .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 255
[9]  
Julia von Werder, 2018, ce/Pap, V2, P131, DOI [10.1002/cepa.866, DOI 10.1002/CEPA.866]
[10]  
Lawler J.S., 2019, INT INT S ULTR PERF, V2