Comparison of Microbially Induced Healing Solutions for Crack Repairs of Cement-Based Infrastructure

被引:10
作者
van der Bergh, John Milan [1 ]
Miljevic, Bojan [2 ]
Vucetic, Snezana [2 ]
Sovljanski, Olja [2 ]
Markov, Sinisa [2 ]
Riley, Mike [1 ]
Ranogajec, Jonjaua [2 ]
Bras, Ana [1 ]
机构
[1] Liverpool John Moores Univ, Built Environm & Sustainable Technol BEST Res Ins, Liverpool L3 2ET, Merseyside, England
[2] Univ Novi Sad, Fac Technol, Novi Sad 21000, Serbia
关键词
self-healing; MICP; concrete repair; external healing; service life; crack repair; compressive strength recovery improvement; capillary water absorption reduction; CONCRETE; PRECIPITATION; MORTAR; PERFORMANCE; BACTERIA; CONSOLIDATION; CAPACITY; STONE;
D O I
10.3390/su13084287
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Reinforced concrete crack repair and maintenance costs are around 84% to 125% higher than construction costs, which emphasises the need to increase the infrastructure service life. Prolongation of the designed service life of concrete structures can have significant economic and ecological benefits by minimising the maintenance actions and related increase of carbon and energy expenditure, making it more sustainable. Different mechanisms such as diffusion, permeation and capillary action are responsible for the transport of fluids inside the concrete, which can impact on the structure service life. This paper presents data on microbially induced repair and self-healing solutions for cementitious materials available in the contemporary literature and compares results of compressive strength test and capillary water absorption test, which are relevant to their sealing and mechanical characteristics. The results of the repair and self-healing solutions (relative to unassisted recovery processes) were "normalized." Externally applied bacteria-based solutions can improve the compressive strength of cementitious materials from 13% to 27%. The internal solution based solely on bacterial suspension had 19% improvement efficacy. Results also show that "hybrid" solutions, based on both bio-based and non-bio-based components, whether externally or internally applied, have the potential for best repair results, synergistically combining their benefits.
引用
收藏
页数:17
相关论文
共 66 条
[1]  
A. 318 Committee, 2019, ACI 318-19
[2]  
Abo-El-Enein SA., 2012, Housing and Building National Research Center Journal, V8, P185, DOI [DOI 10.1016/J.HBRCJ.2013.02.001, 10.1016/j.hbrcj.2013.02.001]
[3]   Bio-induction and bioremediation of cementitious composites using microbial mineral precipitation - A review [J].
Al-Salloum, Yousef ;
Hadi, S. ;
Abbas, H. ;
Almusallam, Tarek ;
Moslem, M. A. .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 154 :857-876
[4]   Self-healing of cracks in mortars using novel PVA-coated pellets of different expansive agents [J].
Alghamri, R. ;
Al-Tabbaa, A. .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 254
[5]   Bacteria from black crusts on stone monuments can precipitate CaCO3 allowing the development of a new bio-consolidation protocol for ornamental stone [J].
Andreolli, M. ;
Lampis, S. ;
Bernardi, P. ;
Calo, S. ;
Vallini, G. .
INTERNATIONAL BIODETERIORATION & BIODEGRADATION, 2020, 153
[6]  
Angst U, 2019, P 10 INT C FRACT MEC
[7]  
ASTM C185-13, 2013, Standard test method for measurement of rate of absorption of water by hydrauliccement concretes, V41, P1, DOI [10.1520/C1585-13, DOI 10.1520/C1585-13]
[9]  
Boschmann Kathler AC., 2017, EFFECT CRACKS CHLORI
[10]  
BSI, 2002, METHODS TEST MORTAR