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Akihiko Oshima

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. Oka, Fusao / Oshima, Akihiko / Fukai, Haruo (2023): Evaluation of liquefaction strength of Japanese natural sandy soil using triaxial and simple shear tests. In: Soils and Foundations, v. 63, n. 4 (August 2023).

    https://doi.org/10.1016/j.sandf.2023.101349

  2. Takada, Naotoshi / Oshima, Akihiko / Watanabe, Atsushi / Ikeda, Michiharu (1993): Field And Centrifuge Model Test On Heavy Tamping. Ground Deformation, Earth Pressure And Strength Increase. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 469 (June 1993).

    https://doi.org/10.2208/jscej.1993.469_127

  3. Takada, Naotoshi / Oshima, Akihiko / Ikeda, Michiharu / Takeuchi, Isao (1993): Centrifuge Model Test On Heavy Tamping. Ram Penetration And Ground Deformation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 475 (September 1993).

    https://doi.org/10.2208/jscej.1993.475_89

  4. Oshima, Akihiko / Takada, Naotoshi (1993): Effect Of Tamping Conditions On Compaction And Deformation By Heavy Tamping In Centrifuge. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 481 ( 1993).

    https://doi.org/10.2208/jscej.1993.481_135

  5. Oshima, Akihiko / Takada, Naotoshi (1994): Impact Force And Ram Penetration Of Ground In Heavy Tamping. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 487 ( 1994).

    https://doi.org/10.2208/jscej.1994.487_61

  6. Oshima, Akihiko / Takada, Naotoshi / Tanaka, Yoshihiro (1996): Relation Between Compacted Area And Ram Momentum By Heavy Tamping. Density And Strength Increases Due To Single Point Tamping. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 554 (December 1996).

    https://doi.org/10.2208/jscej.1996.554_185

  7. Oshima, Akihiko / Takada, Naotoshi / Fukumoto, Hikoyoshi (1997): Ram Penetration Behavior And Ensuing Earth Pressure During Ram Blow On Sandy Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 561 (March 1997).

    https://doi.org/10.2208/jscej.1997.561_215

  8. Oshima, Akihiko / Takada, Naotoshi (1997): Relation Between Distance Of Tamping Points And Improved Depth By Heawtamping. Design Procedure On The Basis Of Ram Momentum For Sandy Ground. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 568 (June 1997).

    https://doi.org/10.2208/jscej.1997.568_147

  9. Oshima, Akihiko / Takada, Naotoshi / Ikeda, Michiharu / Yamazaki, Yasuhiro (1997): Effect of Ram Mass and Base Area on Ram Impact Acceleration and Penetration of Sandy Ground. 重錘の質量と底面積の影響. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 561 (March 1997).

    https://doi.org/10.2208/jscej.1997.561_227

  10. Mikasa, Masato / Takada, Naotoshi / Oshima, Akihiko / Kiyama, Masaaki (1998): Nonlinear Consolidation Theory for Nonhomogeneous Clay Layers and its Application. In: Soils and Foundations, v. 38, n. 4 (December 1998).

    https://doi.org/10.3208/sandf.38.4_205

  11. Matsumoto, Tatsunori / Phan, Le Ta / Oshima, Akihiko / Shimono, Shinya (2015): Measurements of driving energy in SPT and various dynamic cone penetration tests. In: Soils and Foundations, v. 55, n. 1 (February 2015).

    https://doi.org/10.1016/j.sandf.2014.12.016

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