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Takayuki Shuku
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Proceedings Papers

An Eco-Friendly Design Method for Infrastructures Based on CVM

Yasuhisa Shimokado, Takayuki Shuku, Shin-ichi Nishimura, Toshifumi Shibata
Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-248
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View Paper titled, An Eco-Friendly Design Method for Infrastructures Based on CVM
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Proceedings Papers

Numerical Simulation of Dyke Breach Process using MPS Method

Takayuki Shuku, Shizuka Hirayama, Shin-ichi Nishimura, Toshifumi Shibata
Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-249
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View Paper titled, Numerical Simulation of Dyke Breach Process using MPS Method
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Proceedings Papers

Simplified Deformation Analysis of Embankment Foundation Using Soil Parameters Estimated By Plasticity Index

Takeshi Kamei, Takayuki Shuku, Toshihide Shibi
Paper presented at the The Twentieth International Offshore and Polar Engineering Conference, June 20–25, 2010
Paper Number: ISOPE-I-10-280
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View Paper titled, Simplified Deformation Analysis of Embankment Foundation Using Soil Parameters Estimated By Plasticity Index
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Proceedings Papers

Effect of Geometric Non-linearity On the Deformation Behavior of Linear Elastic Ground

Takayuki Shuku
Paper presented at the The Nineteenth International Offshore and Polar Engineering Conference, July 21–26, 2009
Paper Number: ISOPE-I-09-173
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View Paper titled, Effect of Geometric Non-linearity On the Deformation Behavior of Linear Elastic Ground
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Proceedings Papers

Evaluation of the Predictive Ability of Simplified Deformation Analysis of Embankment Foundation Using Physical Properties of Soils Only

Takeshi Kamei, Takayuki Shuku, Toshihide Shibi
Paper presented at the The Eighteenth International Offshore and Polar Engineering Conference, July 6–11, 2008
Paper Number: ISOPE-I-08-133
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View Paper titled, Evaluation of the Predictive Ability of Simplified Deformation Analysis of Embankment Foundation Using Physical Properties of Soils Only
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Proceedings Papers

Deformation Analysis of Embankment Foundation Using Non-coaxial Cam-clay Model And Comparison With Centrifuge Model Test Results

Takeshi Kamei, Toshihide Shibi, Takayuki Shuku
Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-130
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View Paper titled, Deformation Analysis of Embankment Foundation Using Non-coaxial Cam-clay Model And Comparison With Centrifuge Model Test Results
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