D
Daiki Takano
Researcher at Kumamoto University
Publications - 35
Citations - 323
Daiki Takano is an academic researcher from Kumamoto University. The author has contributed to research in topics: Centrifuge & Digital image correlation. The author has an hindex of 6, co-authored 29 publications receiving 234 citations.
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Proceedings ArticleDOI
Application of X-Ray CT on Boundary Value Problems in Geotechnical Engineering: Research on Tunnel Face Failure
Journal ArticleDOI
Laboratory X-ray Tomography: A Valuable Experimental Tool for Revealing Processes in Soils
TL;DR: The use of high-resolution tomographic techniques has allowed for unprecedented observations and a renewed understanding of geomaterials and processes, such as subsurface volume loss in sandy soils can cause the formation of sharply defined low-density pipes, cryogenic suction consolidates sediments next to ice lenses during ground freezing, root growth involves transverse expansion, and the stress relaxation at the tip facilitates further longitudinal invasion; blade insertion causes successive shear localizations as discussed by the authors.
Journal ArticleDOI
Stability of caisson-type breakwater foundation under tsunami-induced seepage
TL;DR: In this article, the authors describe the stability of a breakwater foundation under the action of seepage based on the results of model tests and FEM analyses and reveal the effect of the reduction in bearing capacity.
Journal ArticleDOI
Localised deformation in a wide-grained sand under triaxial compression revealed by X-ray tomography and digital image correlation
TL;DR: In this paper, the deformation and failure of a soil under triaxial compression using in situ X-ray computed tomography (CT) and digital image correlation (DIC) was investigated.
Journal ArticleDOI
Effect of overflow and seepage coupling on tsunami-induced instability of caisson breakwaters
TL;DR: In this article, a tsunami overflow-seepage-coupled centrifuge experimental system was developed and applied to investigate the concurrent processes, and to elucidate the mechanism, of the instability involving the scour of the mound/sandy seabed, bearing capacity failure and flow of the foundation, and the failure of caisson breakwaters, with high-resolution image analysis.