Concrete Durability Improvement in a Sulfate Environment Using Bacteria

被引:81
作者
Nosouhian, Farzaneh [1 ]
Mostofinejad, Davood [1 ]
Hasheminejad, Hasti [1 ]
机构
[1] Isfahan Univ Technol, Dept Civil Engn, Esfahan 8415683111, Iran
关键词
Concrete; Bacteria; Magnesium sulfate; Durability; Harsh environment; Bacteria concentration; Chloride penetration; CARBONATE PRECIPITATION; CEMENTITIOUS MATERIALS; STRENGTH; PERMEABILITY; ATTACK; SURFACE;
D O I
10.1061/(ASCE)MT.1943-5533.0001337
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Using carbonate-producing bacteria is a promising novel technique to improvement of concrete characteristics. Durability of concrete in harsh environments such as sulfate exposure has been constantly an important issue. The intention of the current study is evaluation of durability improvement of concrete containing bacteria exposed to sulfate environment. To do so, seven groups of 70-mm concrete prisms were made using two different bacterial strains accompanied with mixing water; the effects of sulfate solution exposure on durability properties of tested specimens including mass variation, volume variation, water absorption, and compressive strength were then determined. Furthermore, seven groups of concrete discs with 100 mm diameter and thickness of 50 mm were prepared from the aforementioned batches to investigate the chloride permeability of bacterial concrete by rapid chloride permeability test (RCPT). The results indicated that bacteria incorporation in concrete reduces mass variation, volume variation (in higher ages), and water absorption; it also increases the compressive strength of the specimens. The results also showed that the 28-day compressive strength of the bacteria-containing concretes is about 20% more than that of the control specimens. Moreover, bacterial concrete have lower chloride penetration in comparison with the control specimens. (C) 2015 American Society of Civil Engineers.
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页数:12
相关论文
共 30 条
[1]  
ACI, 2009, ACI211191
[2]  
Al-Amoudi OSB, 2002, CEMENT CONCRETE COMP, V24, P305
[3]  
[Anonymous], 2019, ASTM Standard C1202
[4]  
[Anonymous], 2007, 1 INT C SELF HEAL MA
[5]  
ASTM, 1997, ASTM C 642
[6]   Calcite precipitation induced by polyurethane-immobilized Bacillus pasteurii [J].
Bang, SS ;
Galinat, JK ;
Ramakrishnan, V .
ENZYME AND MICROBIAL TECHNOLOGY, 2001, 28 (4-5) :404-409
[7]   Influence of bacteria on the compressive strength, water absorption and rapid chloride permeability of fly ash concrete [J].
Chahal, Navneet ;
Siddique, Rafat ;
Rajor, Anita .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 28 (01) :351-356
[8]  
De Muynck W, 2007, PROC MONOGR ENG WATE, P411
[9]   Bacterial carbonate precipitation improves the durability of cementitious materials [J].
De Muynck, Willem ;
Debrouwer, Dieter ;
De Belie, Nele ;
Verstraete, Willy .
CEMENT AND CONCRETE RESEARCH, 2008, 38 (07) :1005-1014
[10]   Bacterial carbonate precipitation as an alternative surface treatment for concrete [J].
De Muynck, Willem ;
Cox, Kathelijn ;
De Belle, Nele ;
Verstraete, Willy .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (05) :875-885