Akihiko Oshima
- 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). (2023):
- 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 (Juni 1993). (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). (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). (1993):
- 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). (1994):
- 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 (Dezember 1996). (1996):
- 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 (März 1997). (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 (Juni 1997). (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 (März 1997). (1997):
- Nonlinear Consolidation Theory for Nonhomogeneous Clay Layers and its Application. In: Soils and Foundations, v. 38, n. 4 (Dezember 1998). (1998):
- Measurements of driving energy in SPT and various dynamic cone penetration tests. In: Soils and Foundations, v. 55, n. 1 (Februar 2015). (2015):