Akihiro Takahashi 
- (2022): Effect of spatial variability on stability and failure mechanisms of 3D slope using random limit equilibrium method. In: Soils and Foundations, v. 62, n. 6 (Dezember 2022).
- (2022): Centrifuge model tests on large-diameter monopiles in dense sand subjected to two-way lateral cyclic loading in short-term. In: Soils and Foundations, v. 62, n. 3 (Juni 2022).
- (2021): Experimental study on suffusion under multiple seepages and its impact on undrained mechanical responses of gap-graded soil. In: Soils and Foundations, v. 61, n. 6 (Dezember 2021).
- (1999): Centrifuge Model Tests On Dynamic Behavior Of Piled Pier Subjected To Liquefaction-induced Lateral Flow During Earthquake. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 638 (Dezember 1999).
- (2004): Centrifuge Model Tests Of Existing Oil Tanks On Liquefiable Loose Sand Improved By Chemical Grouting. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 764 (Juni 2004).
- (2021): Centrifuge study on the effect of the SCP improvement geometry on the mitigation of liquefaction-induced embankment settlement. In: Soil Dynamics and Earthquake Engineering, v. 148 (September 2021).
- (2021): Levee damage and bridge scour by 2019 typhoon Hagibis in Kanto Region, Japan. In: Soils and Foundations, v. 61, n. 2 (April 2021).
- (2020): The role of fines on internal instability and its impact on undrained mechanical response of gap-graded soils. In: Soils and Foundations, v. 60, n. 6 (Dezember 2020).
- (2019): Centrifuge modeling of hybrid foundation to mitigate liquefaction-induced effects on shallow foundation resting on liquefiable ground. In: Soils and Foundations, v. 59, n. 6 (Dezember 2019).
- (2019): Centrifugal tests on minimization of flood-induced deformation of levees by steel drainage pipes. In: Soils and Foundations, v. 59, n. 2 (April 2019).
- (2015): Laboratory and modelling investigation of root-reinforced system for slope stabilisation. In: Soils and Foundations, v. 55, n. 5 (Oktober 2015).
- (2015): Suffusion-induced change in spatial distribution of fine fractions in embankment subjected to seepage flow. In: Soils and Foundations, v. 55, n. 5 (Oktober 2015).
- (2014): Experimental investigations on suffusion characteristics and its mechanical consequences on saturated cohesionless soil. In: Soils and Foundations, v. 54, n. 4 (August 2014).
- (2008): Mobilisation of Earth Pressure Acting on Pile Caps Under Cyclic Loading. In: Soils and Foundations, v. 48, n. 6 (Dezember 2008).
- (2012): Strength reduction of cohesionless soil due to internal erosion induced by one-dimensional upward seepage flow. In: Soils and Foundations, v. 52, n. 4 (August 2012).
- (2011): Arch Action Over an Excavated Pit on a Stable Scarp Investigated by Physical Model Tests. In: Soils and Foundations, v. 51, n. 4 (August 2011).
- (2010): History of "Soils and Foundations" Updated: Developments and Papers. In: Soils and Foundations, v. 50, n. 6 (Dezember 2010).
- (2010): Observed Behaviour of a Tunnel in Sand Subjected to Shear Deformation in a Centrifuge. In: Soils and Foundations, v. 50, n. 2 (April 2010).
- (2021): Performance of sheet pile as a seismic retrofit for old piled abutment subjected to liquefaction-induced lateral spreading. In: Soil Dynamics and Earthquake Engineering, v. 141 (Februar 2021).
- (2020): Performance of sheet pile to mitigate liquefaction-induced lateral spreading of loose soil layer under the embankment. In: Soil Dynamics and Earthquake Engineering, v. 139 (Dezember 2020).
- (2019): Centrifuge testing to investigate effects of partial saturation on the response of shallow foundation in liquefiable ground under strong sequential ground motions. In: Soil Dynamics and Earthquake Engineering, v. 125 (Oktober 2019).
- (2013): Centrifuge model tests on liquefaction-induced settlement and pore water migration in non-homogeneous soil deposits. In: Soil Dynamics and Earthquake Engineering, v. 55 (Dezember 2013).
- (2014): Liquefaction-induced deformation of earthen embankments on non-homogeneous soil deposits under sequential ground motions. In: Soil Dynamics and Earthquake Engineering, v. 66 (November 2014).
- (2010): Forces acting on bridge abutments over liquefied ground. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 3 (März 2010).
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