Jiro Takemura 
- (2022): LEAP-ASIA-2019: Validation of centrifuge experiments and the generalized scaling law on liquefaction-induced lateral spreading. In: Soil Dynamics and Earthquake Engineering, v. 157 (June 2022).
- (1987): A Study On The Deformations And Bearing Capacities Of Normally Consolidated Clay Layers Under Strip Loading. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1987, n. 382 ( 1987).
- (1994): A Study On Cone Penetration Resistance In Cohesive Soils By A Calibration Chamber Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 493 (June 1994).
- (1993): A Study On Bearing Capacities Of Shallow Footings On Sand. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 463 (March 1993).
- (1990): Undrained Stability Of Two-dimensional Unlined Tunnels In Soft Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1990, n. 418 (June 1990).
- (1995): Stabilities Of Piled Bridge Abutments In Soft Clay Subjected To Backfill Loading. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 529 ( 1995).
- (1997): Long Term Behavior Of Piled Bridge Abutments In Soft Clay Subjected To Backfill Loading. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 568 (June 1997).
- (1999): Direct Measurement P-y Curves Of Single Pile In Sandy Ground Using Centrifuge Model Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 631 ( 1999).
- (1999): Observed Behavior Of Reinforcement Effect Of Woven Sheet For Embankment On Soft Clay In Centrifuge. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 631 ( 1999).
- (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 (December 1999).
- (2000): Modeling And Evaluation Of P-y Curves Of Single Pile In Sand. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 645 (March 2000).
- (2001): Centrifugal Modeling Of Laterally Loaded Single Pile In Sand. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 680 (June 2001).
- (2002): Prediction On Behavior Of Braced Wall Excavation With Floating Type Earth Retaining Wall In Soft Ground. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 700 (March 2002).
- (2002): Measurements Of Diffusion Coefficients Of Clay With Column Tracer Tests. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 708 (June 2002).
- (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 (June 2004).
- (2021): Active length of a continuous pipe or tunnel subjected to reverse faulting. In: Soil Dynamics and Earthquake Engineering, v. 148 (September 2021).
- (2021): Effect of boundary friction on revere fault rupture propagation in centrifuge tests. In: Soil Dynamics and Earthquake Engineering, v. 147 (August 2021).
- (2021): Centrifuge modeling of single pile-shallow foundation interaction in reverse fault. In: Soil Dynamics and Earthquake Engineering, v. 141 (February 2021).
- (1984): Preparation of a Normally Consolidated Clay Stratum in a Centrifuge. In: Soils and Foundations, v. 24, n. 4 (December 1984).
- (1998): Bearing Capacity Predictions of Sand Overlying Clay Based on Limit Equilibrium Methods. In: Soils and Foundations, v. 38, n. 1 (March 1998).
- (1997): Centrifuge Model Tests on Bearing Capacity And Deformation of Sand Layer Overlying Clay. In: Soils and Foundations, v. 37, n. 1 (March 1997).
- (1999): Centrifuge Model Tests on Double Propped Wall Excavation in Soft Clay. In: Soils and Foundations, v. 39, n. 3 (June 1999).
- (2000): Experimental Study on Deformation of Soft Clay Improved by Low Replacement Ratio SCP Under Backfilled Caisson Loading. In: Soils and Foundations, v. 40, n. 5 (October 2000).
- (2002): Effects of Footing Size and Aspect Ratio on the Bearing Capacity of Sand Subjected to Eccentric Loading. In: Soils and Foundations, v. 42, n. 4 (August 2002).
- (2016): Theoretical analysis of earth pressure against rigid retaining walls under translation mode. In: Soils and Foundations, v. 56, n. 4 (August 2016).
- (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): Observed Behaviour of a Tunnel in Sand Subjected to Shear Deformation in a Centrifuge. In: Soils and Foundations, v. 50, n. 2 (April 2010).
- (2019): Using laser displacement transducer scanning technique in centrifuge modeling of reverse fault–foundation interaction. In: Soil Dynamics and Earthquake Engineering, v. 121 (June 2019).
- (2018): An investigation about seismic behavior of piled raft foundation for oil storage tanks using centrifuge modelling. In: Soil Dynamics and Earthquake Engineering, v. 104 (January 2018).
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