Junichi Koseki 
- (1997): Deformation Characteristics Of Sedimentary Soft Rocks. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 561 (March 1997).
- (2020): Discrimination of Particle Breakage below Pile Tip after Model Pile Penetration in Sand Using Image Analysis. In: International Journal of Geomechanics, v. 20, n. 1 (January 2020).
- (2008): Behavior of Liquefied Sands Under Extremely Large Strain Levels in Cyclic Torsional Shear Tests. In: Soils and Foundations, v. 48, n. 5 (October 2008).
- (2000): Change of Small Strain Quasi-Elastic Deformation Properties During Undrained Cyclic Torsional Shear and Triaxial Tests of Toyoura Sand. In: Soils and Foundations, v. 40, n. 3 (June 2000).
- (2000): Damage to Sewer Pipes During the 1993 Kushiro-Oki and the 1994 Hokkaido-Toho-Oki Earthquakes. In: Soils and Foundations, v. 40, n. 1 (February 2000).
- (2001): Evaluation of Time-Dependent Deformation Properties of Sedimentary Soft Rock and their Constitutive Modeling. In: Soils and Foundations, v. 41, n. 2 (April 2001).
- (2019): Effects of small and large shear histories on multiple liquefaction properties of sand with initial static shear. In: Soils and Foundations, v. 59, n. 6 (December 2019).
- (2004): Effects of Large Number of Cyclic Loading on Deformation Characteristics of Dense Granular Materials. In: Soils and Foundations, v. 44, n. 3 (June 2004).
- (2001): Effects of Different Consolidation Conditions on Liquefaction Resistance and Small Strain Quasi-Elastic Deformation Properties of Sands Containing Fines. In: Soils and Foundations, v. 41, n. 6 (December 2001).
- (2003): Behaviors of Several Types of Model Retaining Walls Subjected to Irregular Excitation. In: Soils and Foundations, v. 43, n. 5 (October 2003).
- (2016): Effect of saturation on liquefaction resistance of iron ore fines and two sandy soils. In: Soils and Foundations, v. 56, n. 4 (August 2016).
- (2006): Effects of Stress-Dilatancy Behavior of Soil on Load Transfer Hysteresis in Soil-Pile Interaction. In: Soils and Foundations, v. 46, n. 3 (June 2006).
- (2006): Current Status of Ductility Design of Abutment Foundations Against Large Earthquakes. In: Soils and Foundations, v. 46, n. 3 (June 2006).
- (2015): Creep failure of sands exhibiting various viscosity types and its simulation. In: Soils and Foundations, v. 55, n. 6 (December 2015).
- (2006): Experimental Determination of Softening Relations for Cement-Treated Sand. In: Soils and Foundations, v. 46, n. 4 (August 2006).
- (2006): Damage to Earth Structures for National Highways by the 2004 Niigata-Ken Chuetsu Earthquake. In: Soils and Foundations, v. 46, n. 6 (December 2006).
- (2007): Finite Element Analysis of Lattice-Shaped Ground Improvement by Cement-Mixing for Liquefaction Mitigation. In: Soils and Foundations, v. 47, n. 3 (June 2007).
- (2007): Damage Survey Report on May 27, 2006, Mid Java Earthquake, Indonesia. In: Soils and Foundations, v. 47, n. 5 (October 2007).
- (2007): Evaluation of Tensile Strength of Cement-Treated Sand Based on Several Types of Laboratory Tests. In: Soils and Foundations, v. 47, n. 4 (August 2007).
- (2009): Aging Effects on Small Strain Shear Moduli and Liquefaction Properties of in-situ Frozen and Reconstituted Sandy Soils. In: Soils and Foundations, v. 49, n. 2 (April 2009).
- (2012): Damage to railway earth structures and foundations caused by the 2011 off the Pacific Coast of Tohoku Earthquake. In: Soils and Foundations, v. 52, n. 5 (October 2012).
- (2012): Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests. In: Soils and Foundations, v. 52, n. 3 (June 2012).
- (2011): Effects of System Compliance on Liquefaction Behavior of Thin Sandy Layer in Undrained Cyclic Triaxial Tests. In: Soils and Foundations, v. 51, n. 3 (June 2011).
- (2009): Effects of Sample Disturbance on Small Strain Characteristics and Liquefaction Properties of Holocene and Pleistocene Sandy Soils. In: Soils and Foundations, v. 49, n. 4 (August 2009).
- (2010): Comparison of Liquefaction-Induced Ground Deformation Between Results from Undrained Cyclic Torsional Shear Tests and Observations From Previous Model Tests and Case Studies. In: Soils and Foundations, v. 50, n. 3 (June 2010).
- (2019): Effects of induced anisotropy on multiple liquefaction properties of sand with initial static shear. In: Soils and Foundations, v. 59, n. 5 (October 2019).
- (2020): Assessment of base capacity of open-ended tubular piles installed by the Rotary Cutting Press-in method. In: Soils and Foundations, v. 60, n. 5 (October 2020).
- (2020): Acoustic emission behavior of granular soils with various ground conditions in drained triaxial compression tests. In: Soils and Foundations, v. 60, n. 4 (August 2020).
- (2020): Experimental study on hardening characteristics and loading rate dependent mechanical behaviour of gypsum mixed sand. In: Construction and Building Materials, v. 262 (November 2020).
- (2018): Effects of compaction on the seismic performance of embankments built with gravel. In: Soil Dynamics and Earthquake Engineering, v. 106 (March 2018).
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