Keisuke Takahashi

Project Professor

Kagawa University

Japan

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About

Keisuke Takahashi is a Project Professor at Kagawa University, Japan. His research focuses on the durability and physicochemical properties of cementitious materials under extreme conditions, particularly in deep-sea environments. Recent articles include studies on the effects of blast furnace slag, the behavior of cementitious mortars under underwater fatigue, and the structural changes in Portland cement pastes influenced by various additives.

Articles (10)

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2025

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2025

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2024

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2023

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2023

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2022

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2022

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2022

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2021

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2021

Collaborators (2)

Shingo Asamoto

Associate Professor

Saitama University

JAPAN

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Hong S. Wong

Professor of Concrete Materials

Imperial College London

UNITED KINGDOM

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Keisuke Takahashi

Research Interests

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About

Articles (10)

Durability of cementitious binders with blast furnace slag in deep sea conditions: Analysis of microstructure and phase transformation

Multiscale analysis on microstructural changes in hardened cement paste dried under different relative humidity levels: A comparison with cement paste containing water-dispersible polyurethane ether compound

Underwater fatigue behavior of cementitious mortar and a countermeasure using a water-dispersible polyurethane ether–Portland cement composite

Changes in the physicochemical properties of calcium aluminate cement paste with high alumina content under deep seas

Deterioration of Cement-Based Materials in Low-Temperature Seawater

Multiscale structural changes and drying shrinkage of Portland cement pastes: effects of a fatty-alcohol-based shrinkage reducing agent

Microstructural properties and water penetration resistance of cementitious binder combined with water-dispersible polyurethane

Physicochemical properties of Portland cement/calcium aluminate cement/calcium sulfate ternary binder exposed to long-term deep-sea conditions

Study on Deformation Behavior of Sediments and Applicability of Sealants in Seabed Mining

Physicochemical properties of the Portland cement-based mortar exposed to deep seafloor conditions at a depth of 1680 m

Collaborators (2)

Shingo Asamoto

Hong S. Wong

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