Search Results1-20 of  46

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  • SENTO NORIAKI ID: 9000256316850

    Articles in CiNii:1

    • LIQUEFACTION AND SETTLEMENT OF RECLAIMED GROUND WITH GRAVELLY DECOMPOSED GRANITE SOIL (2003)
  • SENTO NORIAKI ID: 9000258247802

    Department of Civil Engineering, Graduate School of Engineering, Tohoku University (2006 from CiNii)

    Articles in CiNii:1

    • CHANGE OF MOISTURE AND SUCTION PROPERTIES OF VOLCANIC SAND INDUCED BY SHAKING DISTURBANCE (2006)
  • SENTO NORIAKI ID: 9000258504556

    Tohoku University (2004 from CiNii)

    Articles in CiNii:1

    • The effect of initial shear stress on reconsolidation characteristics to subjeted undrained cyclic shear (2004)
  • SENTO NORIAKI ID: 9000258504684

    Tohoku University (2004 from CiNii)

    Articles in CiNii:1

    • Hollow cylinder torsional tests on dilatancy characteristics of a sandy soil during seepage-induced shear failure (2004)
  • SENTO Noriaki ID: 9000006129457

    Articles in CiNii:2

    • Liquefaction resistance of sandy soil improved by permeable grouting method (2005)
    • Study on liquefaction phenomena of sandy soil due to huge plate boundary earthquake (2006)
  • SENTO Noriaki ID: 9000022051859

    Nihon University (2011 from CiNii)

    Articles in CiNii:1

    • Geotechnical Properties of Yunokura Landslide Dam Induced by 2008 Iwate-Miyagi Nairiku Earthquake (2011)
  • SENTO Noriaki ID: 9000254345840

    Graduate School of Engineering, Tohoku University (2002 from CiNii)

    Articles in CiNii:1

    • 3-DIMENSIONAL EFFECTIVE STRESS ANALYSIS OF A DAMAGED GROUP-PILE FOUNDATION ADJACENT TO A QUAY WALL (2002)
  • SENTO Noriaki ID: 9000254346060

    Dept. of Civil Engineering, Graduate School of Engineering, Tohoku University (2007 from CiNii)

    Articles in CiNii:1

    • Estimation of Strong Ground Motions at Tsukidate Landslide Site during the 2003 Sanriku-Minami Earthquake:Realization of Ground Motion Waveforms using the data of Strong Motion Seismometers and Seismic Intensity and Its Fluidization Mechanism using Laboratory Testing (2007)
  • SENTO Noriaki ID: 9000254809099

    社団法人土木学会|東北大学大学院工学研究科 (2004 from CiNii)

    Articles in CiNii:1

    • EXPERIMENT AND IDEALIZATION OF THE VOLUMETRIC COMPRESSION CHARACTERISTICS OF CLEAN SAND AFTER UNDRAINED CYCLIC SHEAR (2004)
  • SENTO Noriaki ID: 9000254958707

    東北大学大学院工学研究科土木工学専攻 (2004 from CiNii)

    Articles in CiNii:1

    • THE INFLUENCE OF SUBSURFACE FLOW TO THE RIVERBANK EROSION (2004)
  • SENTO Noriaki ID: 9000256456105

    Articles in CiNii:1

    • EVALUATION OF CYCLIC SHEAR DEFORMATION BEHAVIOR OF SCP COMPOSITE GROUND (2005)
  • SENTO Noriaki ID: 9000257912898

    東北大学大学院 工学研究科 土木工学専攻 (2006 from CiNii)

    Articles in CiNii:1

    • RELATION OF VOLUMETRIC COMPRESSION OF SAND BETWEEN UNDER DRAINED CYCLIC SHEAR AND RECONSOLIDATION AFTER UNDRAINED CYCLIC SHEAR (2006)
  • SENTO Noriaki ID: 9000257913123

    東北大学 大学院工学研究科 (2007 from CiNii)

    Articles in CiNii:1

    • SIMPLIFIED PREDICTION FOR SETTLEMENT OF LIQUEFIED GROUND WITH ELASTO-PLASTIC MODEL (2007)
  • SENTO Noriaki ID: 9000257913209

    東北大学大学院 工学研究科土木工学専攻 (2007 from CiNii)

    Articles in CiNii:1

    • TRACE OF LIQUEFACTION AND FLOW SLIDE BASED ON THE GEOSLICER SURVEY (2007)
  • SENTO Noriaki ID: 9000257913425

    日本大学 工学部土木工学科 (2008 from CiNii)

    Articles in CiNii:1

    • EVALUATION OF LIQUEFACTION RESISTANCE AND DEFORMATION CHARACTERISTIC AFTER CYCLIC SHEAR LOADING OF IMPROVED SAND BY PERMEABLE GROUTING METHOD (2008)
  • SENTO Noriaki ID: 9000258272248

    日本大学 工学部 (2013 from CiNii)

    Articles in CiNii:1

    • PORE AIR PRESSURE EFFECT ON CYCLIC SHEAR BEHAVIOR OF UNSATURATED SANDY SOIL (2013)
  • SENTO Noriaki ID: 9000258272304

    日本大学 工学部 (2014 from CiNii)

    Articles in CiNii:1

    • SEISMIC DEFORMATION OF IMPROVED GROUND WITH DRAINAGE DURING LARGER EXCESS PORE WATER PRESSURE GENERATION THAN THE DESIGN VALUE (2014)
  • SENTO Noriaki ID: 9000259833215

    Graduate School of Eng., Tohoku University (2006 from CiNii)

    Articles in CiNii:1

    • CONFINING PRESSURE-DEPENDENCY OF BULK MODULUS OF SAND DURING LIQUEFACTION (2006)
  • SENTO Noriaki ID: 9000283604635

    Department of Civil Engineering, Nihon University (2014 from CiNii)

    Articles in CiNii:1

    • Effectiveness of sandy soil densification method by simultaneous use of vacuum drainage and soil particles redistribution (2014)
  • SENTO Noriaki ID: 9000365075121

    日本大学 工学部土木工学科 (2017 from CiNii)

    Articles in CiNii:1

    • PREPARATION FOR SLOPE MODEL SIMULATES SUBMARINE GROUND AND ITS STABILITY EVALUATION (2017)
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