DETERIORATION OF CONCRETE CAUSED BY COMBINED ACTION OF ALKALI SILICA REACTION AND SEA WATER ATTACK AND ITS EVALUATION METHOD

  • HABUCHI Takashi
    社団法人 土木学会 金沢大学大学院自然科学研究科地球環境科学専攻
  • TORII Kazuyuki
    社団法人 土木学会 金沢大学 自然科学研究科社会基盤工学専攻

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  • アルカリシリカ反応と海水の複合的な作用によるコンクリートの劣化現象とその評価手法の提案
  • アルカリシリカ ハンノウ ト カイスイ ノ フクゴウテキ ナ サヨウ ニ ヨル コンクリート ノ レッカ ゲンショウ ト ソノ ヒョウカ シュホウ ノ テイアン

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Abstract

In order to clarify the deterioration mechanisms of concrete caused by alkali-silica reaction (ASR) and sea water attack in marine environment, both the in-situ survey and the laboratory test using cores were carried out. As a experimental result, the influence of the petrographic feature of reactive andesite aggregates used, the mix proportion of concrete and the structural type, and the environmental condition around the structure on the degree of damages in ASR affected structures was investigated especially in relation to the amount of ASR gel and other reaction products. Furthermore, a new test method to evaluate the residual expansion capacity of cores in marine environment was proposed.

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