nkysdb: なかよし論文データベース

富樫 陽太 様の 共著関連データベース

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+(A list of literatures under single or joint authorship with "富樫 陽太")

共著回数と共著者名 (a list of the joint author(s))

    12: 富樫 陽太

    7: 谷 和夫

    5: 菊本 統

    4: 小川 浩司, 湯浅 友輝, 細田 光一, 長谷川 淳

    2: 山田 祐樹, 川越 健, 粕谷 悠紀

    1: 五嶋 壮太, 倉上 由貴, 内藤 直人, 友利 方彦, 大澤 裕之, 山本 昌徳, 竹村 貴人, 西金 佑一郎, 長田 昌彦


発行年とタイトル (Title and year of the issue(s))

    2010: 原位置岩盤試験DBに基づく岩盤せん断試験から得られる粘着力とせん断抵抗角の分析 [Net] [Bib]
    Analysis of Cohesion and Friction Angle Obtained by Rock Shear Test Based on In Situ Rock Test Data Base [Net] [Bib]

    2012: 力学特性の異方性を調べることのできる新しい原位置岩盤試験方法の提案 [Net] [Bib]
    Proposal of New In Situ Test Methods for Anisotropic Rock Masses [Net] [Bib]

    2015: 異方性岩盤の変形特性を特定する三軸試験の提案 [Net] [Bib]
    Proposal of a New Triaxial Testing Method for Deformation Properties of Anisotropic Rock Masses [Net] [Bib]

    2017: 一回の三軸試験で測定した凝灰岩の異方剛性 [Net] [Bib]
    Determination of anisotropic elastic properties of tuff by a single triaxial test [Net] [Bib]

    2017: 層理を含む凝灰岩の三軸応力下における非軸対称変形と異方剛性の測定 [Net] [Bib]
    Non Axisymmetric Deformation of Tuff Including Bedding Plane and Determination of Stiffness Anisotropy [Net] [Bib]

    2018: 一回の三軸試験で特定した泥岩の異方弾性パラメータ [Net] [Bib] [Doi]
    Anisotropic Elastic Parameters of Soft Sedimentary Rock by a Single Triaxial Test [Net] [Bib] [Doi]

    2018: 大規模な斜面崩壊についての実験的検討 [Net] [Bib]
    Experimental Study about a Deep Seated Landslide [Net] [Bib]

    2018: 斜面の内部構造に起因した大規模崩壊のMPS法による基礎検討 [Net] [Bib]
    Basic Study on Deep Seated Landslide due to Internal Structure by MPS Method [Net] [Bib]

    2018: 端面摩擦が堆積軟岩の応力ひずみ特性に与える影響 [Net] [Bib]
    Influence of End Restraint on Sedimentary Soft Rock during Triaxial Compression [Net] [Bib]

    2018: 遠心模型実験による斜面の大規模崩壊メカニズム [Net] [Bib]
    A collapse behavior of deep seated landslide by geotechnical centrifuge modeling test [Net] [Bib]

    2019: スイス・モンテリ地下研究所での間隙空気圧測定 [Net] [Bib]
    Pore air pressure measurement in Mont Terri rock laboratory, Switzerland [Net] [Bib]

    2019: 崩壊メカニズムに基づく大規模崩壊の相対的な安定性の評価手法 [Net] [Bib]
    A Method to Evaluate Relative Stability about Deep Seated Landslide Based on a Collapse Mechanism [Net] [Bib]

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