Effect of some biotic factors on microbially-induced calcite precipitation in cement mortar

被引:49
|
作者
Al-Salloum, Yousef [1 ]
Abbas, H. [1 ]
Sheikh, Q. I. [2 ]
Hadi, S. [3 ]
Alsayed, Saleh [1 ]
Almusallam, Tarek [1 ]
机构
[1] King Saud Univ, Dept Civil Engn, Coll Engn, MMB Chair Res & Studies Strengthening & Rehabil S, Riyadh 11421, Saudi Arabia
[2] Univ Sheffield, Dept Mol Biol & Biotechnol, Sheffield, S Yorkshire, England
[3] King Saud Univ, Coll Sci, Dept Bot & Microbiol, Riyadh 11421, Saudi Arabia
关键词
Bacteria; Sporosarcina pasteurii; Cement mortar; Growth medium; Image analysis; Compressive strength; CARBONATE PRECIPITATION; IMPROVEMENT; DURABILITY; PASTEURII; CONCRETE; UREASE;
D O I
10.1016/j.sjbs.2016.01.016
中图分类号
Q [生物科学];
学科分类号
07 ; 0710 ; 09 ;
摘要
Sporosarcina pasteurii, a common soil bacterium has been tested for microbial treatment of cement mortar. The present study also seeks to investigate the effects of growth medium, bacterial concentration and different buffers concerning the preparation of bacterial suspensions on the compressive strength of cement mortar. Two growth media, six different suspensions and two bacterial concentrations were used in the study. The influence of growth medium on calcification efficiency of S. pasteurii was insignificant. Significant improvement in the compressive as well as the tensile strength of cement mortar was observed. Microbial mineral precipitation visualized by Scanning Electron Microscopy ( SEM) shows fibrous material that increased the strength of cement mortar. Formation of thin strands of fillers observed through SEM micrographs improves the pore structure, impermeability and thus the compressive as well as the tensile strengths of the cement mortar. The type of substrate and its molarity have a significant influence on the strength of cement mortar. (c) 2016 The Authors. Production and hosting by Elsevier B. V. on behalf of King Saud University. This is an open access article under theCCBY-NC-NDlicense (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:286 / 294
页数:9
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