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Kunitomo Narita

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Okumura, Tetsuo / Narita, Kunitomo / Ohne, Yoshio (1985): Dynamic Deformation Characteristics Of Sandy Soils Under Low Confining Pressure. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1985, n. 364 ( 1985).

    https://doi.org/10.2208/jscej.1985.364_67

  2. Narita, Kunitomo / Yamaguchi, Hakuju (1989): Analysis of Bearing Capacity for Log-Spiral Sliding Surfaces. In: Soils and Foundations, v. 29, n. 2 (June 1989).

    https://doi.org/10.3208/sandf1972.29.2_85

  3. Okumura, Tetsuo / Narita, Kunitomo / Ohne, Yoshio (1989): Undrained Cyclic Shear Strength of Artificially Cemented Sands. In: Soils and Foundations, v. 29, n. 2 (June 1989).

    https://doi.org/10.3208/sandf1972.29.2_169

  4. Narita, Kunitomo / Okumura, Tetsuo / Murata, Naoji / Ohne, Yoshio (1983): A Simplified Method of Estimating Construction Pore Pressures in Earth Dams. In: Soils and Foundations, v. 23, n. 4 (December 1983).

    https://doi.org/10.3208/sandf1972.23.4_43

  5. Narita, Kunitomo / Ohne, Yoshio (1978): A Study on the Crack Generation in Fill-Type Dams. In: Soils and Foundations, v. 18, n. 1 (March 1978).

    https://doi.org/10.3208/sandf1972.18.11

  6. Narita, Kunitomo / Okumura, Tetsuo / Ohne, Yoshio (1991): Analytical Examinations on Consolidation Settlement of Embankments. In: Soils and Foundations, v. 31, n. 2 (June 1991).

    https://doi.org/10.3208/sandf1972.31.2_235

  7. Narita, Kunitomo / Yamaguchi, Hakuju (1990): Bearing Capacity Analysis of Foudations On Slopes by Use of Log-Spiral Sliding Surfaces. In: Soils and Foundations, v. 30, n. 3 (September 1990).

    https://doi.org/10.3208/sandf1972.30.3_144

  8. Narita, Kunitomo / Yamaguchi, Hakuju (1992): Three-Dimensional Bearing Capacity Analysis of Foundations by Use of A Method of Slices. In: Soils and Foundations, v. 32, n. 4 (December 1992).

    https://doi.org/10.3208/sandf1972.32.4_143

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