729 results on '"Koseki, Junichi"'
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102. Observation of Geomaterial Behavior
103. Simplified Procedure to Evaluate Earthquake-Induced Residual Displacement of Geosynthetic Reinforced Soil Retaining Walls
104. Negative Pore Air Pressure Generation in Backfill of Retaining Walls During Earthquakes and its Effect on Seismic Earth Pressure
105. Large-Scale Triaxial Tests to Study Effects of Compaction Energy and Large Cyclic Loading History on Shear Behavior of Gravel
106. A Modified Procedure to Evaluate Earthquake-Induced Displacement of Slopes Containing a Weak Layer
107. Comparison of Liquefaction-Induced Ground Deformation Between Results from Undrained Cyclic Torsional Shear Tests and Observations From Previous Model Tests and Case Studies
108. Micromechanical Behavior of Granular Soils Characterized by Acoustic Emission
109. Seismic earth pressures affected by the slab installed on the EPS embankment in the back side of abutment and mitigation measures
110. Comparison of unconfined compressive strength on heated bentonite-sand mixture by chemical exposure
111. Application of an acoustic emission source-tracing method to visualise shear banding in granular materials
112. Mechanical behaviour and loading rate dependency of gypsum-mixed fine-grained soils
113. Effects of Sample Disturbance on Small Strain Characteristics and Liquefaction Properties of Holocene and Pleistocene Sandy Soils
114. Chapter 17 - Modeling of liquefaction and large-strain response of sand in sloping ground
115. A Simplified Procedure to Evaluate Earthquake-Induced Residual Displacements of Conventional Type Retaining Walls
116. Aging Effects on Small Strain Shear Moduli and Liquefaction Properties of in-situ Frozen and Reconstituted Sandy Soils
117. Behavior of Liquefied Sands Under Extremely Large Strain Levels in Cyclic Torsional Shear Tests
118. Effects of TJN-598, a new selective phosphodiesterase type IV inhibitor on anti-Thy1 nephritis in rats
119. (E)-N-[(3,4-dimethoxyphenethyl)]-N-methyl-3-(3-pyridyl)-2-propenamide (TJN-331) inhibits mesangial expansion in experimental IgA nephropathy in ddY mice
120. Rikkunshito, a traditional Japanese medicine, may relieve abdominal symptoms in rats with experimental esophagitis by improving the barrier function of epithelial cells in esophageal mucosa
121. Saireito probably prevents mesangial cell proliferation in HIGA mice via PDGF-BB tyrosine kinase inhibition
122. Large-Scale Plane Strain Compression Tests on Compacted Gravel with Active and Passive Controls
123. Damage Survey Report on May 27, 2006, Mid Java Earthquake, Indonesia
124. Evaluation of Tensile Strength of Cement-Treated Sand Based on Several Types of Laboratory Tests
125. Finite Element Analysis of Lattice-Shaped Ground Improvement by Cement-Mixing for Liquefaction Mitigation
126. DEVELOPMENT OF DESIGN METHOD FOR INCLINED BRACELESS EXCAVATION SUPPORT APPLICABLE TO DEEP EXCAVATION
127. Ground deformation and three-dimensional simulation during sequential excavation of unsupported tunnel in a sedimentary soft rock
128. Damage to Earth Structures for National Highways by the 2004 Niigata-Ken Chuetsu Earthquake
129. Modeling the stress-strain relations of sand in cyclic plane strain loading
130. Reliability-Based Seismic Deformation Analysis of Reinforced Soil Slopes
131. Experimental Determination of Softening Relations for Cement-Treated Sand
132. Current Status of Ductility Design of Abutment Foundations Against Large Earthquakes
133. Effects of Stress-Dilatancy Behavior of Soil on Load Transfer Hysteresis in Soil-Pile Interaction
134. A New Nonlinear Hysteretic Rule for Winkler Type Soil-Pile Interaction Springs that Considers Loading Pattern Dependency
135. Model tests on application of AE tomography to observe microscopic phenomena during pile penetration in sand
136. Liquefaction fragility of sewer pipes derived from the case study of Urayasu (Japan)
137. Development of a Multifunctional Triaxial System for Unsaturated Soils: Addition of Permeameter Function
138. Local deformation behaviour of saturated silica sand during undrained cyclic torsional shear tests using image analysis
139. Acoustic emission source location of saturated dense coral sand in triaxial compression tests
140. Effects of compaction thickness on liquefaction properties of two kinds of sandy soils prepared by moist-tamping method
141. A procedure to reach high liquefaction resistance in laboratory testing on reconstituted sand specimens using hollow cylindrical torsional shear apparatus
142. Discrimination of Particle Breakage below Pile Tip after Model Pile Penetration in Sand Using Image Analysis
143. INFLUCENCES OF STRAIN HISTORY AND TIME PERIOD OF CREEP AFTER UNLOADING ON STRENGTH AND DEFORMATION CHARACTERISTICS OF EXPANDED POLYPROPYLENE BLOCK
144. Cyclic Plane Strain Compression Tests on Dense Granular Materials
145. Modelling of Stress-Strain Relationship of Toyoura Sand in Large Cyclic Torsional Loading
146. Effects of Cyclic Loading on Gravel
147. Dynamically and Statically Measured Small Strain Stiffness of Dense Toyoura Sand
148. Quasi-Elastic Deformation Properties of Toyoura Sand in Cyclic Triaxial and Torsional Loadings
149. Liquefaction Properties of Toyoura Sand in Cyclic Tortional Shear Tests Under Low Confining Stress
150. Glucuronides of phytoestrogen flavonoid enhance macrophage function via conversion to aglycones by β‐glucuronidase in macrophages
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