114 results on '"Yoshiyuki Morikawa"'
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52. ANALYSES ON EFFECT OF GEOGRID REINFORCING SHEET PILE QUAYWALLS
53. ANALYTICAL INVESTIGATION ON DISTURBANCE OF SOIL SPECIMEN SAMPLED FROM SEABED GROUND AND ITS INFLUENCE ON LABORATORY TEST
54. STUDY ON EFFECT OF FINES CONTENT AND DRAINAGE CHARACTERISTICS OF SANDY DEPOSITS ON SAND COMPACTION PILE METHOD
55. STUDY ON PREDICTION OF SPT N-VALUE OF SANDY DEPOSITS IMPROVED BY SAND COMPACTION PILE METHOD
56. Tsunami overflow-seepage-coupled centrifuge experiment for the mound scour
57. Centrifuge Model Tests on Dynamic Behavior of Quay Wall Backfilled with Granulated Cement-Treated Soil
58. Ground Improvement Method by Reusing Solidified Iron-and-Steel Slag
59. Hyperpolarization is not responsible for the acetylcholine-induced negative chronotropic action in the presence of isoproterenol
60. An Analysis of Stationarity and Predictability on Respiration Time Series of Newborn Infants
61. CONSTANT VOLUME SHEAR STRENGTH OF CLAYEY SOILS
62. Full field measurement of liquefied soil on geotechnical centrifuge using digital image correlation
63. Centrifuge modelling of earthquake-induced submarine landslide and its gravity flow transition
64. Potentials of the circulating pruritogenic mediator lysophosphatidic acid in development of allergic skin inflammation in mice: role of blood cell-associated lysophospholipase D activity of autotaxin
65. LATERAL RESISTANCE OF COUPLED PILE STABILIZED BY CEMENT TREATING METHOD
66. EFFECTS OF MIXING RATIO ON UNCONFINED COMPRESSIVE BEHAVIOR OF FIBER REINFORCED MIXTURE OF SOIL AND STEELMAKING SLAG
67. VERIFYING STABILITY ASSESSMENT METHOD OF COMPOSITE-TYPE BREAKWATER REINFORCED BY EMBANKMENT AGAINST TSUNAMI
68. EXPERIMENTAL STUDY ON ASEISMIC PERFORMANCE OF SHEET-PILE QUAYWALL USING REINFORCING GEOGRID
69. Physical and mechanical properties of cement-treated granular soils with respect to geotechnical application
70. Deformation Behaviour Of Ground Improved By Scp Method Using Solidified Iron–And–Steel Slag
71. Congenital Long QT Syndrome and 2:1 Atrioventricular Block with a Mutation of the SCN5A Gene
72. A multicenter, randomized, controlled trial of intravenous gamma globulin therapy in children with acute Kawasaki disease
73. The morphology of the developing canine conducting system: Bundle branch and Purkinje cell architecture from birth to week 12 of life
74. Dexmedetomidine as an Option of Therapeutic Strategy of Supraventricular Tachycardia Following Cardiac Surgery in Children
75. Zinnimidine and 5-(3′,3′-dimethylallyloxy)-7-methoxy-6-methylphthalide from Alternaria porri
76. Limitations of Aprindine for Supraventricular Tachycardia in Early Infancy
77. EVALUATION OF EFFECT OF CAVITY ON MECHANICAL BEHAVIOR OF CONCRETE PAVEMENT BY USING FWD
78. MODEL TESTS AND ANALYSES ON BEARING CAPACITY OF CAISSON-TYPE BREAKWATER MOUND CONTAINING REINFORCING EMBANKMENT
79. EVALUATION METHOD OF STRIPPING RESISTANCE OF ASPHALT MIXTURE FOR ASSESSMENT OF STRIPPED ASPHALT PAVEMENT
80. CENTRIFUGE MODEL TEST AND FLOW ANALYSIS ON MITIGATION EFFECT OF PILE-TYPE IMPROVEMENT AGAINST FLOW OF LIQUEFIED GROUND
81. REDUCTION OF BEARING CAPACITY OF BREAKWATER MOUND BY TSUNAMI-INDUCED SEEPAGE FORCE
82. LATERAL LOADS APPLIED TO PILES BY THE LATERAL FLOW OF LIQUEFIED GROUND
83. NON-LINEAR SEEPAGE ANALYSES AND BOILING CHARACTERISTICS IN BREAKWATERS MOUND SUBJECTED TO TSUNAMI
84. Necrotizing tracheobronchitis in patent ductus arteriosus-dependent cyanotic congenital heart disease
85. Coronary risks after high-dose gamma-globulin in children with Kawasaki disease
86. APPLYING CENTRIFUGE TESTS FOR STUDYING SOIL RESPONSES TO BREAKING WAVES IN SWASH ZONES
87. PERFORMANCE VERIFICATION IN ACTUAL SIZE ABOUT THE PILE WHICH HAS SOIL CEMENT BLOCK ON THE TIP DRIVEN BY VIBRATORY PILE DRIVING WITH WATER JETTING
88. CENTRIFUGE TESTS ON RESISTANCE FORCE OF BREAKWATERS REINFORCED BY EMBANKMENT
89. CONFIGURATION OPTIMIZATION OF CEMENT-TREATED SOIL COLUMNS AGAINST LIQUEFIED GROUND FLOW
90. INSTABILITY MECHANISMS AND BANK EFFECTS OF BREAKWATERS UNDER THE COMBINED OVEVRFLOW-SEEPAGE ACTIONS INDUECD BY TSUNAMI
91. MODEL EXPERIMENT ON THE CONSTRUCTING PROCESS OF SOIL CEMENT BLOCK WHICH WAS POSITIONED ON THE TIP OF THE PILE DRIVEN BY VIVRATORY PILE DRIVING WITH WATER JETTING
92. TSUNAMI OVERFLOW-SEEPAGE-COUPLED CENTRIFUGE EXPERIMENT AND ITS APPLICATION TO MOUND SCOUR
93. BEARING CAPACITY OF BREAKWATER MOUND UNDER SEEPAGE FLOW CAUSED BY TSUNAMI
94. PSEUDO-3D ANALYSES METHOD OF FLOATING LATTICE-SHAPED CEMENT TREATMENT AND ITS APPLICABILITY FOR HORIZONTALLY-LAYERED GROUND
95. CENTRIFUGE MODEL TESTS OF TSUNAMI SEEPAGE THROUGH BREAKWATER FOUNDATION
96. EXPERIMENT AND EXAMINATION ABOUT SUBMERGED MOUND MADE FORM MIXTURE OF DREDGED SOIL AND CONVERTER SLAG ON THE SOFT GROUND
97. EVALUATION ON PLASTIC DEFORMATION PROPERTY OF ASPHALT MIXTURE UNDER HIGH CONTACT PRESSURE
98. Advances in Deep Foundations : International Workshop on Recent Advances of Deep Foundations (IWDPF07) 1-2 February 2007, Port and Airport Research Institute, Yokosuka, Japan
99. EXPERIMENTAL STUDY ON FLOATING LATTICE-SHAPED CEMENT TREATMENT METHOD APPLIED TO LIQUEFIABLE GROUND
100. APPLICABILITY OF FLOATING LATTICE-SHAPED CEMENT TREATMENT METHOD FOR QUAY WALL AS LIQUEFACTION COUTERMEASURE
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