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Breaking pattern and critical breaking condition of Japanese pine trees on coastal sand dunes in huge tsunami caused by Great East Japan Earthquake

Natural hazards (Dordrecht), 2013-01, Vol.65 (1), p.423-442

2013

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Experimental Study of Scouring and Deposition Characteristics of Riprap at Embankment Toe Due to Overflow

Geotechnics (Basel), 2024-09, Vol.4 (3), p.773-785

2024

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Combined effects of coastal forest and sea embankment on reducing the washout region of houses in the Great East Japan tsunami

Journal of hydro-environment research, 2014-08, Vol.8 (3), p.270-280

2014

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EXPERIMENTAL INVESTIGATION ON EFFECT OF INITIAL PHREATIC LINE POSITION INSIDE EARTHEN EMBANKMENT ON HEADCUT MIGRATION DURING OVERTOPPING FLOW

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2020, Vol.76(2), pp.I_565-I_570

2020

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Flow structures and sedimentation characteristics around clump-type vegetation

Journal of hydro-environment research, 2010-04, Vol.4 (1), p.15-25

2010

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Headcut Migration in Earthen Embankment Induced by Varying Sub-surface and Seepage State under Overflow

Geotechnical and geological engineering, 2023-11, Vol.41 (8), p.4659-4676

2023

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EFFECTS OF UNDERSCOUR DEPTH AND HORIZONTAL SPACING BETWEEN TWO BED PROTECTION BLOCKS ON STABILITY OF FRONTAL BLOCK

Journal of hydrodynamics. Series B, 2012-09, Vol.24 (4), p.579-588

2012

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Effects of tree characteristics and substrate condition on critical breaking moment of trees due to heavy flooding

Landscape and ecological engineering, 2009-02, Vol.5 (1), p.59-70

2009

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Effects of local scouring and saturation of soil due to flooding on maximum resistive bending moment for overturning Robinia pseudoacacia

Landscape and ecological engineering, 2013-01, Vol.9 (1), p.11-25

2013

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Estimation of drag coefficient of a real tree considering the vertical stand structure of trunk, branches, and leaves

International journal of river basin management, 2011-12, Vol.9 (3-4), p.221-230

2011

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THREE DIMENSIONAL DOWNSTREAM SCOUR ANALYSIS AFTER LEVEE OVERTOPPING

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2016, Vol.72 (4), p.I_823-I_828

2016

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THREE DIMENSIONAL DOWNSTREAM SCOUR ANALYSIS AFTER LEVEE OVERTOPPING

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2016, Vol.72(4), pp.I_823-I_828

2016

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Effects of root architecture, physical tree characteristics, and soil shear strength on maximum resistive bending moment for overturning Salix babylonica and Juglans ailanthifolia

Landscape and ecological engineering, 2012-01, Vol.8 (1), p.69-79

2012

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EFFECT OF HARD-ERODIBLE SOIL LAYER ON SCOUR AROUND EMBANKMENT TOE DUE TO OVERTOPPING FLOW

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2020, Vol.76(2), pp.I_1165-I_1170

2020

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INVESTIGATION OF SCOUR PATTERN DOWNSTREAM OF LEVEE TOE DUE TO OVERTOPPING FLOW

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2015, Vol.71(4), pp.I_175-I_180

2015

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INVESTIGATION OF SCOUR PATTERN DOWNSTREAM OF LEVEE TOE DUE TO OVERTOPPING FLOW

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2015, Vol.71 (4), p.I_175-I_180

2015

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GEOMETRICAL CHARACTERISTIC OF SCOUR HOLES CAUSED BY OVERTOPPING FLOW OF EMBANKMENT COVERED WITH DIFFERENT LENGTHS OF PROTECTION WORKS

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2015, Vol.71(4), pp.I_163-I_168

2015

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THE OPTIMAL POROSITY OF STREAM-WISE GROINS FOR WAVE ATTENUATION UNDER DIFFERENT CROSS SLOPE CONDITIONS

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2015, Vol.71(4), pp.I_13-I_18

2015

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Flood wash-out conditions of an exotic and invasive plant, Eragrostis curvula, in Arakawa River, Japan

International journal of river basin management, 2010-03, Vol.8 (1), p.15-24

2010

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埼玉県川島町を対象とした洪水氾濫解析に基づく避難支援バスの最適運行経路の検討

土木学会論文集B1（水工学）, 2017, Vol.73(4), pp.I_313-I_318

2017

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DYNAMIC GROWTH MODEL OF RIVER VEGETATION CONSIDERING THE CHANGE OF VEGETATION SUCCESSION SPEED DUE TO DEPOSITION OF FINE SAND

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2014, Vol.70 (3), p.71-81

2014

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Tsunami mitigation by combination of coastal vegetation and a backward-facing step

Coastal engineering journal, 2018-01, Vol.60 (1), p.104-125

2018

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Index of medium-class flood disturbance for increasing diversity of vegetation area at gravel bars or islands in middle of rivers

International journal of river basin management, 2012-09, Vol.10 (3), p.255-267

2012

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Characteristics of damage due to tsunami propagation in river channels and overflow of their embankments in Great East Japan Earthquake

International journal of river basin management, 2012-09, Vol.10 (3), p.269-279

2012

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DEVELOPMENT OF A RIVERBED VARIATION MODULE TO PREDICT SAND COVER RATE FOR THE FORAGING HABITAT OF AYU FISH

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2021, Vol.77 (2), p.I_559-I_564

2021

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Breaking pattern and critical breaking condition of Japanese pine trees on coastal sand dunes in huge tsunami caused by Great East Japan Earthquake

Experimental Study of Scouring and Deposition Characteristics of Riprap at Embankment Toe Due to Overflow

Combined effects of coastal forest and sea embankment on reducing the washout region of houses in the Great East Japan tsunami

EXPERIMENTAL INVESTIGATION ON EFFECT OF INITIAL PHREATIC LINE POSITION INSIDE EARTHEN EMBANKMENT ON HEADCUT MIGRATION DURING OVERTOPPING FLOW

Flow structures and sedimentation characteristics around clump-type vegetation

Headcut Migration in Earthen Embankment Induced by Varying Sub-surface and Seepage State under Overflow

EFFECTS OF UNDERSCOUR DEPTH AND HORIZONTAL SPACING BETWEEN TWO BED PROTECTION BLOCKS ON STABILITY OF FRONTAL BLOCK

Effects of tree characteristics and substrate condition on critical breaking moment of trees due to heavy flooding

Effects of local scouring and saturation of soil due to flooding on maximum resistive bending moment for overturning Robinia pseudoacacia

Estimation of drag coefficient of a real tree considering the vertical stand structure of trunk, branches, and leaves

THREE DIMENSIONAL DOWNSTREAM SCOUR ANALYSIS AFTER LEVEE OVERTOPPING

THREE DIMENSIONAL DOWNSTREAM SCOUR ANALYSIS AFTER LEVEE OVERTOPPING

Effects of root architecture, physical tree characteristics, and soil shear strength on maximum resistive bending moment for overturning Salix babylonica and Juglans ailanthifolia

EFFECT OF HARD-ERODIBLE SOIL LAYER ON SCOUR AROUND EMBANKMENT TOE DUE TO OVERTOPPING FLOW

INVESTIGATION OF SCOUR PATTERN DOWNSTREAM OF LEVEE TOE DUE TO OVERTOPPING FLOW

INVESTIGATION OF SCOUR PATTERN DOWNSTREAM OF LEVEE TOE DUE TO OVERTOPPING FLOW

GEOMETRICAL CHARACTERISTIC OF SCOUR HOLES CAUSED BY OVERTOPPING FLOW OF EMBANKMENT COVERED WITH DIFFERENT LENGTHS OF PROTECTION WORKS

THE OPTIMAL POROSITY OF STREAM-WISE GROINS FOR WAVE ATTENUATION UNDER DIFFERENT CROSS SLOPE CONDITIONS

Flood wash-out conditions of an exotic and invasive plant, Eragrostis curvula, in Arakawa River, Japan

埼玉県川島町を対象とした洪水氾濫解析に基づく避難支援バスの最適運行経路の検討

DYNAMIC GROWTH MODEL OF RIVER VEGETATION CONSIDERING THE CHANGE OF VEGETATION SUCCESSION SPEED DUE TO DEPOSITION OF FINE SAND

Tsunami mitigation by combination of coastal vegetation and a backward-facing step

Index of medium-class flood disturbance for increasing diversity of vegetation area at gravel bars or islands in middle of rivers

Characteristics of damage due to tsunami propagation in river channels and overflow of their embankments in Great East Japan Earthquake

DEVELOPMENT OF A RIVERBED VARIATION MODULE TO PREDICT SAND COVER RATE FOR THE FORAGING HABITAT OF AYU FISH

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