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Cement Science and Concrete Technology | 2013

INFLUENCE OF ENVIRONMENTAL CONDITION ON SULFATE RESISTANCE OF HARDENED CEMENTITIOUS MATERIALS USING ADMIXTURES

Kennosuke Sato; Tsuyoshi Saito; Tatsuhiko Saeki; Michio Kikuchi

Sulfate attack is known as one of the deterioration phenomena of concrete structures. Sulfates react chemically with hydration products of cement pastes and lead expansion or weakening of cement matrix. Deterioration cases of this phenomenon have been reported in a variety of environments all over the world. However, most of studies about sulfate resistance of hardened cementitious materials were mainly considered at 23 degrees Celsius in Na₂SO₄ solution immersion. Thus, this study was conducted to investigate the influence of environmental condition(submerged temperatures:20 and 40 degrees Celsius, and sulfate types:Na₂SO₄ and MgSO₄) on sulfate attack of cementitious materials containing Ordinary Portland Cement(OPC) with Blast Furnace Slag(BFS), anhydrite(AH:CaSO₄), lime stone powder(LSP:mostly CaCO₃), fly ash(FA) and silica fume(SF), and to design a cementitious material with resistance for Na₂SO₄ and MgSO₄. From the experimental results, the deterioration by both Na₂SO₄ and MgSO₄ solutions became severe when the temperature of solution was 40 degrees Celsius. Also, the deterioration due to Na₂SO₄ solution was mainly expansion of the paste specimens, while MgSO₄ solution mainly caused mass decrease and scaling of specimen surface. This was considered that hydration products in MgSO₄ solution were different from that of Na₂SO₄ solution because the pH of the sulfate solutions was influenced from the difference of sulfate types. In addition, the comprehensive sulfate resistance was improved by adding BFS, AH and LSP to OPC. The best sulfate resistance was found for BFS/OPC ratio=70:30 with AH5~10% - LSP10%.本研究は、普通ポルトランドセメント(OPC)に高炉スラグ微粉末(BFS)-無水せっこう(AH)-石灰石微粉末(LSP)、フライアッシュ(FA)-シリカフューム(SF)、およびBFS-SFを用いたセメント系材料について、硫酸塩種および温度条件が硫酸塩劣化機構に及ぼす影響を明らかにし、Na₂SO₄とMgSO₄、さらに高温条件を考慮した総合的な耐硫酸塩性に優れた材料設計を提案することを目的とした。その結果、硫酸塩種の違いは硫酸塩溶液のpHに影響を及ぼし、さらには水和生成物が変化することで劣化形態が異なるものと考察した。温度条件もpHを変動させる要因となり、高温条件下では劣化が激しくなると考えられた。またBFS置換率70%とした材料に、AH5~10%およびLSP10%を併用混和することで耐硫酸塩性が向上した。


Cement and Concrete Research | 2004

Assessment of recycling process induced damage sensitivity of recycled concrete aggregates

S. Nagataki; A Gokce; Tatsuhiko Saeki; M. Hisada


Cement and Concrete Research | 2004

FREEZING AND THAWING RESISTANCE OF AIR-ENTRAINED CONCRETE INCORPORATING RECYCLED COARSE AGGREGATE: THE ROLE OF AIR CONTENT IN DEMOLISHED CONCRETE

A Gokce; S. Nagataki; Tatsuhiko Saeki; M. Hisada


Cement and Concrete Research | 2005

A Model to Predict the Amount of Calcium Hydroxide in Concrete Containing Mineral Admixtures

Tatsuhiko Saeki; Paulo J.M. Monteiro


Cement and Concrete Research | 2005

The leachability of heavy metals in hardened fly ash cement and cement-solidified fly ash

Qijun Yu; S. Nagataki; Jinmei Lin; Tatsuhiko Saeki; M. Hisada


Construction and Building Materials | 2011

Identification of frost-susceptible recycled concrete aggregates for durability of concrete

A. Gokce; S. Nagataki; Tatsuhiko Saeki; Makoto Hisada


Journal of Advanced Concrete Technology | 2015

Relation between Chemical Composition and Physical Properties of C-S-H Generated from Cementitious Materials

Yuya Suda; Tatsuhiko Saeki; Tsuyoshi Saito


Journal of Advanced Concrete Technology | 2006

Estimation of Chloride Diffusion Coefficent of Concrete Using Mineral Admixtures

Tatsuhiko Saeki; Kenji Sasaki; Kenta Shinada


Cement Science and Concrete Technology | 2011

STUDY ON SPECIFIC SURFACE AREA OF HYDRATION PRODUCTS IN HARDENED CEMENT PASTE

Yuya Suda; Shiori Tsuchida; Tatsuhiko Saeki


Cement Science and Concrete Technology | 2014

EFFECTS OF ZETA POTENTIAL ON DIFFUSION OF CHLORIDE ION IN HARDENED CEMENTITIOUS MATERIALS

Takayoshi Kanazawa; Michio Kikuchi; Tatsuhiko Saeki; Tsuyoshi Saito

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Shigeyoshi Nagataki

Tokyo Institute of Technology

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S. Nagataki

Aichi Institute of Technology

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Makoto Hisada

Tokyo Institute of Technology

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