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発表 Influence of relative density on microbial carbonate precipitation and mechanical properties of sand

作成年度 2013 年度
論文名 Influence of relative density on microbial carbonate precipitation and mechanical properties of sand
論文名(和訳)
論文副題
発表会 The 18th International Conference on Soil Mechanics and Geotechnical Engineering
誌名 Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering
巻・号・回 18th
発表年月日 2013/09/01
所属研究室/機関名 著者名(英名)
Kawasaki Geological Engineering Co., Ltd. Masayoshi Tsukamoto
Public Works Research InstituteYukiko Inagaki
Public Works Research InstituteTetsuya Sasaki
Osaka UniversityKazuhiro Oda
抄録
There exists a ground improvement technology that uses calcium carbonate precipitated from carbon dioxide generated by microbial metabolism and calcium sources in the pores of soil. It is known that the mechanical properties of the improved grounds correlate with the amount of calcium carbonate precipitation, but it is unclear how soil density influences calcium carbonate precipitation and the mechanical properties of the improved soil. Toyoura sand specimens of three relative densities are used to precipitate calcium carbonate through microbial metabolism. The injection-improved test and the triaxial test (consolidated-drained condition) are conducted to investigate calcium carbonate precipitation and the mechanical properties of the soil. The results show clearly that more calcium carbonate precipitation occurs in soil with lower relative density, but that in soil with higher relative density, the mechanical properties strengthen as calcium carbonate precipitation increases.
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