Methods for Calcium Carbonate Content Measurement of Biocemented Soils

被引:173
作者
Choi, Sun-Gyu [1 ,2 ]
Park, Sung-Sik [3 ]
Wu, Shifan [1 ]
Chu, Jian [1 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, 50 Nanyang Ave, Singapore 639798, Singapore
[2] Iowa State Univ, Dept Civil Construct & Environm Engn, Ames, IA 50011 USA
[3] Kyungpook Natl Univ, Dept Civil Engn, Daegu 702701, South Korea
关键词
Biocementation; Calcium carbonate content; Soil improvement; Sand; PRECIPITATION; IMPROVEMENT;
D O I
10.1061/(ASCE)MT.1943-5533.0002064
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recently, a new soil improvement method to use a microbially induced calcium carbonate precipitation (MICP) process to generate biocementation in sand has been developed. In this method, the properties of biocemented soil are controlled by the calcium carbonate content produced through the MICP process. Various methods have been used in the literature to determine the calcium carbonate content in soil. However, the calcium carbonate content determination can be affected by the methods used and this effect has not been studied so far. In this paper, six different methods that can be adopted to measure the calcium carbonate content are examined experimentally: the titration, inductively coupled plasma (ICP), X-ray diffraction (XRD) TOPAS, thermogravimetric analysis (TGA), ASTM, and washing methods. The titration and ICP methods give the lowest value and the washing method the highest value. The other three methods, XRD TOPAS, TGA, and ASTM, produce values in between and the differences among the values measured by those three methods are small. (C) 2017 American Society of Civil Engineers.
引用
收藏
页数:4
相关论文
共 21 条
[1]   Effect of chemical treatment used in MICP on engineering properties of cemented soils [J].
Al Qabany, A. ;
Soga, K. .
GEOTECHNIQUE, 2013, 63 (04) :331-339
[2]  
ASTM, 2014, D437314 AST7
[3]  
ASTM, 2013, C77813 AST7
[4]   Geotechnical Tests of Sands Following Bioinduced Calcite Precipitation Catalyzed by Indigenous Bacteria [J].
Burbank, Malcolm ;
Weaver, Thomas ;
Lewis, Ryan ;
Williams, Thomas ;
Williams, Barbara ;
Crawford, Ronald .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2013, 139 (06) :928-936
[5]   Urease Activity of Ureolytic Bacteria Isolated from Six Soils in which Calcite was Precipitated by Indigenous Bacteria [J].
Burbank, Malcolm B. ;
Weaver, Thomas J. ;
Williams, Barbara C. ;
Crawford, Ronald L. .
GEOMICROBIOLOGY JOURNAL, 2012, 29 (04) :389-395
[6]   Biocementation for Sand Using an Eggshell as Calcium Source [J].
Choi, Sun-Gyu ;
Wu, Shifan ;
Chu, Jian .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2016, 142 (10)
[7]   Biocalcification of Sand through Ureolysis [J].
Chou, Chiung-Wen ;
Seagren, Eric A. ;
Aydilek, Ahmet H. ;
Lai, Michael .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2011, 137 (12) :1179-1189
[8]  
Chu J, 2013, GEOTECHNIQUE, V63, P871, DOI [10.1680/geot.SIP13.P007, 10.1680/geot.SIP13.P.007]
[9]  
Feng K, 2015, J GEOTECH GEOENVIRON, DOI [10.1061/(ASCE)GT.1943-5606.0001379,04015057, DOI 10.1061/(ASCE)GT.1943-5606.0001379,04015057]
[10]  
Li M, 2015, J MATER CIVIL ENG, DOI [10.1061/(ASCE)MT.1943-5533.0001442, DOI 10.1061/(ASCE)MT.1943-5533.0001442,04015166]