4.6 Article

Methods for Calcium Carbonate Content Measurement of Biocemented Soils

期刊

出版社

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)MT.1943-5533.0002064

关键词

Biocementation; Calcium carbonate content; Soil improvement; Sand

资金

  1. Ministry of National Development Research Fund on Sustainable Urban Living, Singapore [SUL2013-1]
  2. R&D Program - Ministry of Land, Infrastructure and Transport of the Korean government [17RDRP-B076268-04]
  3. Korea Agency for Infrastructure Technology Advancement (KAIA) [76277] Funding Source: Korea Institute of Science & Technology Information (KISTI), National Science & Technology Information Service (NTIS)

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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.

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