Mitsu Okamura 
- (2022): Centrifuge modeling of scale effect on hydraulic gradient of backward erosion piping in uniform aquifer under river levees. In: Soils and Foundations, v. 62, n. 5 (October 2022).
- (2022): Insight into excess pore pressure generation leading to liquefaction of sand with stress history under saturated and unsaturated conditions. In: Soils and Foundations, v. 62, n. 4 (August 2022).
- (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).
- (2021): Verification of effectiveness and design procedure of gravel drains for liquefaction remediation. In: Soils and Foundations, v. 61, n. 5 (October 2021).
- (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).
- (2004): Study On Earthquake-proof Property Of Road Embankment On Soft Clay Ground Including Loose Sandy Layer. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 757 (March 2004).
- (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).
- (2004): Prediction Method for Liquefaction-Induced Settlement of Embankment with Remedial Measure by Deep Mixing Method. In: Soils and Foundations, v. 44, n. 4 (August 2004).
- (2001): Effects of Sand Permeability and Weak Aftershocks on Earthquake-Induced Lateral Spreading. In: Soils and Foundations, v. 41, n. 6 (December 2001).
- (2003): Liquefaction Resistance of Sand Deposit Improved with Sand Compaction Piles. In: Soils and Foundations, v. 43, n. 5 (October 2003).
- (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).
- (2017): Liquefaction resistance of sand remediated with carbonate precipitation at different degrees of saturation during curing. In: Soils and Foundations, v. 57, n. 4 (August 2017).
- (2015): Numerical simulation of centrifuge tests to evaluate the performance of desaturation by air injection on liquefiable foundation soil of light structures. In: Soils and Foundations, v. 55, n. 6 (December 2015).
- (2006): Effects of Pore Fluid Compressibility on Liquefaction Resistance of Partially Saturated Sand. In: Soils and Foundations, v. 46, n. 5 (October 2006).
- (2015): Report on a reconnaissance survey of damage in Kathmandu caused by the 2015 Gorkha Nepal earthquake. In: Soils and Foundations, v. 55, n. 5 (October 2015).
- (2008): Experiments and Predictions of Soil Desaturation by Air-Injection Technique and the Implications Mediated by Multiphase Flow Simulation. In: Soils and Foundations, v. 48, n. 6 (December 2008).
- (2013): Seismic stability of embankments subjected to pre-deformation due to foundation consolidation. In: Soils and Foundations, v. 53, n. 1 (February 2013).
- (2009): Liquefaction Resistances of Unsaturated Non-Plastic Silt. In: Soils and Foundations, v. 49, n. 2 (April 2009).
- (2012): Experiments and predictions of physical properties of sand cemented by enzymatically-induced carbonate precipitation. In: Soils and Foundations, v. 52, n. 3 (June 2012).
- (2010): Contributions to "Soils and Foundations": Ground Improvement. In: Soils and Foundations, v. 50, n. 6 (December 2010).
- (2019): Influence of strain histories on liquefaction resistance of sand. In: Soils and Foundations, v. 59, n. 5 (October 2019).
- (2020): Large-scale flowslide in Sibalaya caused by the 2018 Sulawesi earthquake. In: Soils and Foundations, v. 60, n. 4 (August 2020).
- (2019): Pre-shaking effects on volumetric strain and cyclic strength of sand and comparison to unsaturated soils. In: Soil Dynamics and Earthquake Engineering, v. 124 (September 2019).
- (2018): Small-strain shear modulus and liquefaction resistance of sand with carbonate precipitation. In: Soil Dynamics and Earthquake Engineering, v. 115 (December 2018).
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