Yoshihiko Tanabashi
- (1984): A Constitutive Equation Of Sand As Anisotropic Elasto-plastic Body. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 352 ( 1984).
- (1984): Strength Properties And Failure Criterion Of Sandstone. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 352 ( 1984).
- (1987): An Analysis And Some Design Guides To Pile Net Method. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1987, n. 379 (März 1987).
- (1990): A Risk Evaluation Method For Landslide Occurrence With Quantification Analysis. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1990, n. 424 ( 1990).
- (1997): Bearing Capacity Improvement Of Soft Clay Reinforced With Geogrids. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 582 ( 1997).
- (2002): New Design Method Of Geocomposite-reinforced Cohesive Earth Fills. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 701 (März 2002).
- (2002): Judgement Of Drainage And Reinforcing Effects Based On Model Tests Of Geocomposite-reinforced Cohesive Earth Fill. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 722 (Dezember 2002).
- (2005): 都市部低土被り地下施工における先受け工の支保効果に関する解析的評価と適用 (Reinforcement Effect Against Surface Settlement Using An Auxiliary Technique For Shallow Tunnel In Urban Areas). In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 792 ( 2005).
- (1985): A Study on the Gentle Slope Failnre at the Nagasaki Heavy Rainfall. In: Soils and Foundations, v. 25, n. 2 (Juni 1985).
- (2010): Behavior of Large Scale Underground Cavern Located in Jointed Rock Masses Evaluated by Using Distinct Element Method. In: Soils and Foundations, v. 50, n. 5 (Oktober 2010).
- (2008): A new rheological model and its application in mountain tunnelling. In: Tunnelling and Underground Space Technology, v. 23, n. 3 (Mai 2008).
- (2009): Rheological parameter estimation for the prediction of long-term deformations in conventional tunnelling. In: Tunnelling and Underground Space Technology, v. 24, n. 3 (Mai 2009).
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