材料
Online ISSN : 1880-7488
Print ISSN : 0514-5163
ISSN-L : 0514-5163
論文
施工から16年が経過した高炉水砕スラグ試験盛土の土質特性の調査
原 弘行松田 博本田 秀樹篠崎 晴彦和田 正寛中西 淳
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2020 年 69 巻 1 号 p. 9-14

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The test embankment using granulated blast furnace slag (GBFS) was constructed in 2001, and its long-term characteristics were investigated. In this study, a sampling was conducted at the embankment after 16 years passed from construction, physical, chemical and mechanical properties were examined by field measurement and laboratory tests. Conclusions of this study are obtained as follows: 1) The dry density of the GBFS indicated about 1.2 g/cm3, and it was confirmed that the lightness of embankment was maintained. 2) The unconfined compressive strength shows more than 1 MPa by the hydraulic property of GBFS. 3) A high pH was observed directly under the embankment. But at other points, the pH showed near neutrality, and it is considered that there is no influence on the surrounding area.

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