The Construction of a Footbridge Prototype with Biological Self-Healing Concrete: A Field Study in a Humid Continental Climate Region

被引:5
|
作者
Jakubovskis, Ronaldas [1 ,2 ]
Boris, Renata [3 ]
机构
[1] Vilnius Gediminas Tech Univ, Inst Bldg & Bridge Struct, Lab Innovat Bldg Struct, Sauletekio 11, LT-10223 Vilnius, Lithuania
[2] Vilnius Gediminas Tech Univ, Dept Reinforced Concrete Struct & Geotech, Sauletekio 11, LT-10223 Vilnius, Lithuania
[3] Vilnius Gediminas Tech Univ, Inst Bldg Mat, Lab Composite Mat, Sauletekio 11, LT-10223 Vilnius, Lithuania
关键词
biological self-healing concrete; footbridge prototype; field studies; large-scale demonstration; site trials; GERMINATION; BACTERIA; REPAIR;
D O I
10.3390/ma15238585
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Biological self-healing concrete (BSHC) offers a sustainable and economical way of increasing the lifespan of structures vulnerable to cracking. In recent decades, an enormous research effort has been dedicated to developing and optimizing the bacterial healing process. Nevertheless, most studies have been carried out under laboratory conditions. To verify the effectiveness and longevity of the embedded healing systems under normal service conditions, field studies on BSHC structures must be performed. In the present study, BSHC beams were designed as a structural part of a prototype footbridge. To select the optimal BSHC mix composition, a series of laboratory tests were also carried out. Laboratory tests have shown that the healing ratio in BSHC elements under rain-simulating healing conditions was several times higher in comparison to control specimens. Based on the laboratory results, the BSHC mix composition was selected and applied for structural bridge beams. To the best of the authors' knowledge, the present study reports the first application of BSHC in a prototype footbridge. The long-term data gathered on the healing process in a humid continental climate zone will allow the benefits of biological self-healing to be quantitatively evaluated and will pave the way for the further optimization of this material.
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收藏
页数:11
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