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Featured researches published by Tetsuya Oyamada.


Cement Science and Concrete Technology | 2014

RELATIONSHIP BETWEEN EXISTING FREEZE-THAW TEST AND NEW TEST METHOD WITH SMALL SIZED SAMPLE

Hanaka Kanno; Shunsuke Hanehara; Tetsuya Oyamada; Takashi Echigo

New test method with small sized sample is possible to evaluate scaling resistance of concrete surfaces exposed to deicing chemicals for short period and small sized mortar sample with 8mm cubic. There are ASTM C672 and test method proposed previously using 2cm slice concrete from φ10cm cylinder to evaluate scaling resistance of concrete surfaces. In this paper, the relationship new test method with small sized sample, ASTM and test method proposed previously using 2cm slice was studied using same mixing proportion of mortar and same concentration of deicing chemicals. The new test method with small sized sample has a good correlation between ASTM C672 and test method proposed previously using 2cm slice.小片凍結融解試験法は、小型供試体でスケーリング劣化の早期判定が可能な試験方法である。他のスケーリング試験方法として、米国規格である表面湛水試験法や当研究室で先行して開発した薄板凍結融解試験法等が挙げられる。本研究では同一配合のモルタル、同一濃度の凍結防止剤溶液を使用し、小片凍結融解試験方法と表面湛水試験法をはじめとするスケーリング試験方法との整合性を検討した。小型供試体を用いた小片凍結融解試験法でも、スケーリング評価の実績のある表面湛水試験法と同様のスケーリング評価が可能である。


Doboku Gakkai Ronbunshuu E | 2009

ADAPTABILITY OF THE SLAG PRODUCED FROM ILLEGAL DUMPED WASTES IN THE AREA BORDING IWATE AND AOMORI PREFECTURES FOR CONCRETE AGGREGATE

Hideyuki Sasaki; Tetsuya Oyamada; Tadashi Fujiwara

岩手・青森県境の不法投棄物の一部は,焼却・溶融処理によりスラグ化される.本研究では,不法投棄物を2つの方式で溶融して,スラグ自体の有害性と物性を調べた.その結果,スラグへの金属アルミニウムの残存およびフッ素の溶出等,通常の骨材では見られない問題が確認されたが,適切な溶融条件の見直し等により解決できることが分かった.また,細骨材をスラグで置換したコンクリートの諸性質を調べたところ,徐冷スラグについては,格別の問題が見当たらず,コンクリート用細骨材としての適用性は高いと考えられた.一方,水砕スラグについては,置換による凝結遅延,強度の低下および耐凍害性の低下の問題がみられたが,それぞれの原因を考察し,使用材料や配合等に格別の留意点を設けることで,それらを解決する方法を提案した.


Corrosion Science | 2008

Development of a magnetic corrosion probe for nondestructive evaluation of concrete against corrosion of reinforcing bar

Hitoshi Yashiro; Yusuke Kawamata; Teruaki Kageyama; Shigeyuki Ishikawa; Yuya Tsujimura; Tetsuya Oyamada; Tadashi Fujiwara


Journal of Mmij | 2012

The Characteristics of Ash of Sewage Sludge (SSA) in Iwate Prefecture and Application of SSA for Asphalt Mixture

Yoshiyuki Sato; Tetsuya Oyamada; Shunsuke Hanehara; Teruhito Sasaki


Cement Science and Concrete Technology | 2015

EFFECT OF ENTRAINED AIR AND TWO KINDS OF SMALL SIZED BALLOON COMPONENT ADDED ON THE SALT SCALING RESISTANCE OF CONCRETE BY FREEZING AND THAWING WITH SODIUM CHLORIDE DEICER

Shunsuke Hanehara; Yuto Tanakadate; Tetsuya Oyamada; Kazuma Igarashi


Shigen-to-sozai | 2017

Effect of Fine Sand of Blast-Furnace Slag on Freeze and Thaw Resistance, Sulfate Resistance and Sulfuric Acid Resistance of Mortar

Daiki Nakamura; Hidekazu Yamamoto; Yuto Tanakadate; Shunsuke Hanehara; Tetsuya Oyamada


Cement Science and Concrete Technology | 2017

INFLUENCE OF MAXIMUM TEMPERATURE OF CONCRETE AND R 2 O AND/OR SO 3 CONTENT ON DEF EXPANSION

Shunsuke Hanehara; Yusuke Kon; Tetsuya Oyamada; Yuto Tanakadate


Cement Science and Concrete Technology | 2017

EFFECT OF MIXING TIME ON THE SALT SCALING RESISTANCE OF CONCRETE WITH MICROSPHERES

Yuto Tanakadate; Shunsuke Hanehara; Tetsuya Oyamada; Kazuma Igarashi


Cement Science and Concrete Technology | 2016

INFLUENCE OF THE LOWEST FREEZING TEMPERATURE ON SALT SCALING DETERIORATION OF CONCRETE WITH DEICER(SODIUM CHLORIDE), AND SALT SCALING TEMPERATURE

Yuto Tanakadate; Shunsuke Hanehara; Tetsuya Oyamada; Toshiya Gaman


Cement Science and Concrete Technology | 2016

MIX PROPORTIONS OF TUNNEL LINING CONCRETE IN CONSIDERATION OF THE RESISTANCE OF SCALING

Kei Takahashi; Tetsuya Oyamada; Shunsuke Hanehara; Fan Xiaogi

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Hideyuki Sasaki

Industrial Research Institute

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Yoshiyuki Sato

Industrial Research Institute

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