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Isao Ishibashi

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Fang, Yung‐Show / Ishibashi, Isao (1986): Static Earth Pressures with Various Wall Movements. In: Journal of Geotechnical Engineering (ASCE), v. 112, n. 3 (März 1986).

    https://doi.org/10.1061/(ASCE)0733-9410(1986)112:3(317)

  2. Ishibashi, Isao / Fang, Yung-Show (1987): Dynamic Earth Pressures with Different Wall Movement Modes. In: Soils and Foundations, v. 27, n. 4 (Dezember 1987).

    https://doi.org/10.3208/sandf1972.27.4_11

  3. Ishibashi, Isao / Sherif, Mehmet A. / Cheng, Wen-Lon (1982): The Effects of Soil Parameters on Pore-Pressure-Rise and Liquefaction Prediction. In: Soils and Foundations, v. 22, n. 1 (März 1982).

    https://doi.org/10.3208/sandf1972.22.39

  4. Sherif, Mehmet A. / Ishibashi, Isao / Tsuchiya, Chuzo (1978): Pore-Pressure Prediction During Earthquake Loadings. In: Soils and Foundations, v. 18, n. 4 (Dezember 1978).

    https://doi.org/10.3208/sandf1972.18.4_19

  5. Ishibashi, Isao / Chen, Yao-Chung / Chen, Ming-Tarng (1991): Anisotropic Behavior of Ottawa Sand in Comparison with Glass Spheres. In: Soils and Foundations, v. 31, n. 1 (März 1991).

    https://doi.org/10.3208/sandf1972.31.145

  6. Chen, Yao-Chung / Ishibashi, Isao (1990): Dynamic Shear Modulus and Evolution of Fabric of Granular Materials. In: Soils and Foundations, v. 30, n. 3 (September 1990).

    https://doi.org/10.3208/sandf1972.30.3_1

  7. Ishibashi, Isao / Jenkins, James T. / Choi, Jong W. / Parker, Clifton L. (1996): The Influence of Boundaries on the Volumetric Behavior of Solid and Hollow Cylindrical Specimens of Glass Beads. In: Soils and Foundations, v. 36, n. 2 (Juni 1996).

    https://doi.org/10.3208/sandf.36.2_45

  8. Ishibashi, Isao / Perry, Curtis / Agarwal, Tarun K. (1994): Experimental Determinations of Contact Friction for Spherical Glass Particles. In: Soils and Foundations, v. 34, n. 4 (Dezember 1994).

    https://doi.org/10.3208/sandf1972.34.4_79

  9. Hazarika, Hemanta / Pasha, Siavash Manafi Khajeh / Ishibashi, Isao / Yoshimoto, Norimasa / Kinoshita, Tota / Endo, Shigeki / Karmokar, Ashoke Kumar / Hitosugi, Takuto (2020): Tire-chip reinforced foundation as liquefaction countermeasure for residential buildings. In: Soils and Foundations, v. 60, n. 2 (April 2020).

    https://doi.org/10.1016/j.sandf.2019.12.013

  10. Ishibashi, Isao / Capar, Omer F. (2003): Anisotropy and its Relation to Liquefaction Resistance of Granular Material. In: Soils and Foundations, v. 43, n. 5 (Oktober 2003).

    https://doi.org/10.3208/sandf.43.5_149

  11. Ishibashi, Isao / Zhang, Xinjian (1993): Unified Dynamic Shear Moduli and Damping Ratios of Sand and Clay. In: Soils and Foundations, v. 33, n. 1 (März 1993).

    https://doi.org/10.3208/sandf1972.33.182

  12. Sherif, Mehmet A. / Ishibashi, Isao (1982): A rational theory for predicting soil liquefaction. In: International Journal of Soil Dynamics and Earthquake Engineering, v. 1, n. 1 (Januar 1982).

    https://doi.org/10.1016/0261-7277(82)90010-9

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