Search Results1-20 of  51

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  • NODA Toshihiro ID: 9000257973252

    名古屋大学 減災連携研究センター (2019 from CiNii)

    Articles in CiNii:27

    • Three-dimensional evaluative analysis on peripheral circumference due to compaction in loose sandy ground (2013)
    • Excavation analysis of ground using SPH method (2013)
    • Delayed failure of a clay foundation-embankment system after the occurrence of an earthquake (2008)
  • NODA Toshihiro ID: 9000257973252

    名古屋大学 減災連携研究センター (2019 from CiNii)

    Articles in CiNii:27

    • Three-dimensional evaluative analysis on peripheral circumference due to compaction in loose sandy ground (2013)
    • Excavation analysis of ground using SPH method (2013)
    • Delayed failure of a clay foundation-embankment system after the occurrence of an earthquake (2008)
  • NODA Toshihiro ID: 9000257973252

    名古屋大学 減災連携研究センター (2019 from CiNii)

    Articles in CiNii:27

    • Three-dimensional evaluative analysis on peripheral circumference due to compaction in loose sandy ground (2013)
    • Excavation analysis of ground using SPH method (2013)
    • Delayed failure of a clay foundation-embankment system after the occurrence of an earthquake (2008)
  • NODA Toshihiro ID: 9000257973252

    名古屋大学 減災連携研究センター (2019 from CiNii)

    Articles in CiNii:27

    • Three-dimensional evaluative analysis on peripheral circumference due to compaction in loose sandy ground (2013)
    • Excavation analysis of ground using SPH method (2013)
    • Delayed failure of a clay foundation-embankment system after the occurrence of an earthquake (2008)
  • NODA Toshihiro ID: 9000257973252

    名古屋大学 減災連携研究センター (2019 from CiNii)

    Articles in CiNii:27

    • Three-dimensional evaluative analysis on peripheral circumference due to compaction in loose sandy ground (2013)
    • Excavation analysis of ground using SPH method (2013)
    • Delayed failure of a clay foundation-embankment system after the occurrence of an earthquake (2008)
  • NODA Toshihiro ID: 9000257973252

    名古屋大学 減災連携研究センター (2019 from CiNii)

    Articles in CiNii:27

    • Three-dimensional evaluative analysis on peripheral circumference due to compaction in loose sandy ground (2013)
    • Excavation analysis of ground using SPH method (2013)
    • Delayed failure of a clay foundation-embankment system after the occurrence of an earthquake (2008)
  • NODA Toshihiro ID: 9000257973252

    名古屋大学 減災連携研究センター (2019 from CiNii)

    Articles in CiNii:27

    • Three-dimensional evaluative analysis on peripheral circumference due to compaction in loose sandy ground (2013)
    • Excavation analysis of ground using SPH method (2013)
    • Delayed failure of a clay foundation-embankment system after the occurrence of an earthquake (2008)
  • Noda Toshihiro ID: 9000399801300

    Articles in CiNii:1

    • Origins of Reverse Lane Usage Using Nagel-Schreckenberg Model (2019)
  • NODA TOSHIHIRO ID: 9000001570409

    Department of Civil Engineering, Nagoya University (2005 from CiNii)

    Articles in CiNii:1

    • PROGRESSIVE CONSOLIDATION SETTLEMENT OF NATURALLY DEPOSITED CLAYEY SOIL UNDER EMBANKMENT LOADING (2005)
  • NODA TOSHIHIRO ID: 9000014590040

    Department of Civil Engineering, Nagoya University (2009 from CiNii)

    Articles in CiNii:2

    • EXPLANATION OF CYCLIC MOBILITY OF SOILS : APPROACH BY STRESS-INDUCED ANISOTROPY : (2007)
    • CO-SEISMIC AND POST-SEISMIC BEHAVIOR OF AN ALTERNATELY LAYERED SAND-CLAY GROUND AND EMBANKMENT SYSTEM ACCOMPANIED BY SOIL DISTURBANCE : (2009)
  • NODA TOSHIHIRO ID: 9000258247871

    Department of Civil Engineering, Nagoya University (2007 from CiNii)

    Articles in CiNii:1

    • EXPLANATION OF CYCLIC MOBILITY OF SOILS: APPROACH BY STRESS-INDUCED ANISOTROPY (2007)
  • NODA TOSHIHIRO ID: 9000258248183

    Department of Civil Engineering, Nagoya University (2009 from CiNii)

    Articles in CiNii:1

    • CO-SEISMIC AND POST-SEISMIC BEHAVIOR OF AN ALTERNATELY LAYERED SAND-CLAY GROUND AND EMBANKMENT SYSTEM ACCOMPANIED BY SOIL DISTURBANCE (2009)
  • NODA TOSHIHIRO ID: 9000258248289

    Department of Civil Engineering, Nagoya University (2010 from CiNii)

    Articles in CiNii:1

    • PROPOSAL OF A SIMPLE METHOD FOR ASSESSING THE SUSCEPTIBILITY OF NATURALLY DEPOSITED CLAY GROUNDS TO LARGE LONG-TERM SETTLEMENT DUE TO EMBANKMENT LOADING (2010)
  • NODA TOSHIHIRO ID: 9000258248436

    Department of Civil Engineering, Nagoya University (2011 from CiNii)

    Articles in CiNii:1

    • PREDICTION OF SETTLEMENT IN NATURAL DEPOSITED CLAY GROUND WITH RISK OF LARGE RESIDUAL SETTLEMENT DUE TO EMBANKMENT LOADING (2011)
  • NODA TOSHIHIRO ID: 9000283110545

    Department of Civil Engineering, Nagoya University (2010 from CiNii)

    Articles in CiNii:1

    • PREDICTIVE SIMULATION OF DEFORMATION AND FAILURE OF PEAT-CALCAREOUS SOIL LAYERED GROUND DUE TO MULTISTAGE TEST EMBANKMENT LOADING (2010)
  • NODA TOSHIHIRO ID: 9000283418014

    Articles in CiNii:1

    • SOME BEARING CAPACITY CHARACTERISTICS OF A STRUCTURED NATURALLY DEPOSITED CLAY SOIL (2007)
  • NODA TOSHIHIRO ID: 9000283418124

    Articles in CiNii:1

    • GROUND IMPROVEMENT OF INTERMEDIATE RECLAIMED LAND BY COMPACTION THROUGH CAVITY EXPANSION OF SAND PILES (2008)
  • NODA TOSHIHIRO ID: 9000283418150

    Articles in CiNii:1

    • SOIL-WATER COUPLED FINITE DEFORMATION ANALYSIS BASED ON A RATE-TYPE EQUATION OF MOTION INCORPORATING THE SYS CAM-CLAY MODEL (2008)
  • NODA Toshihiro ID: 1000080262872

    Articles in CiNii:74

    • 水-土連成計算による土留めに作用する力の時間依存性挙動の解析 (1999)
    • SOIL-WATER COUPLED ELASTO-PLASTIC DEFORMATION ANALYSIS OF THE GROUND WITH PILED RAFT (2000)
    • A DISCUSSION ON THE MECHANISM OF IMPROVEMENT OF A SANDY GROUND BY CYLINDRICAL CAVITY EXPANSION THOROUGH SOIL-WATER COUPLED ANALYSIS (2001)
  • NODA Toshihiro ID: 9000002962705

    Jujin Pharmacy (2005 from CiNii)

    Articles in CiNii:1

    • Ingredient Content and Solubility of Coenzyme Q10-containing Dietary Supplements Available on the Japanese Market (2005)
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