Yutaka Fukumoto

Associate professor

Nagaoka University of Technology

Japan

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About

Yutaka Fukumoto is an Associate Professor at Nagaoka University of Technology in Japan. His research focuses on the application of 3D coupled peridynamics and discrete element methods to study particle breakage and the fracture behavior of soil-like materials. He has published extensively on topics related to the bearing capacity of strip footings and the mechanical properties of compacted clay under various conditions.

Articles (14)

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2024

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2023

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2023

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2023

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2023

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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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2022

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2021

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2021

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2020

Collaborators (2)

Taiki Shimbo

Associate professor

JAPAN

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Koichi Isobe

Associate Professor

Hokkaido University

JAPAN

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Yutaka Fukumoto

Research Interests

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Articles (14)

Investigating rock particle breakage using 3D coupled peridynamics-discrete element method: Emphasis on local surface features

3-D coupled peridynamics and discrete element method for fracture and post-fracture behavior of soil-like materials

INFLUENCE OF STRIP FOOTING SIZE ON THE ULTIMATE BEARING CAPACITY FORMULA FOR SANDY SOILS

Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level

3-D coupled peridynamics and discrete element method for fracture and post-fracture behavior of soil-like materials

INFLUENCE OF STRIP FOOTING SIZE ON THE ULTIMATE BEARING CAPACITY FORMULA FOR SANDY SOILS

Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level

Effect of water contents and initial crack lengths on mechanical properties and failure modes of pre-cracked compacted clay under uniaxial compression

Limit load space of rigid strip footing on cohesive-frictional soil subjected to eccentrically inclined loads

Effect of water contents and initial crack lengths on mechanical properties and failure modes of pre-cracked compacted clay under uniaxial compression

Limit load space of rigid strip footing on cohesive-frictional soil subjected to eccentrically inclined loads

2-D coupled fluid-particle numerical analysis of seepage failure of saturated granular soils around an embedded sheet pile with no macroscopic assumptions

Validation of LBM simulation of saturated seepage flow through 3D-printed homogeneous porous medium for fluid-particle coupled analysis

Limit load space of rigid footing under eccentrically inclined load

Collaborators (2)

Taiki Shimbo

Koichi Isobe

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