Katsuhiko Arai
- (2024): Experimental and Numerical Investigation of Prestressed Geosynthetic-Reinforced Embankment Subjected to Traffic Loading. In: International Journal of Geomechanics, v. 24, n. 1 (January 2024).
- (2022): Deformation resistance of prestressed geosynthetics-reinforced soil wall with a buffer layer subjected to impact of rockfall. In: International Journal of Structural Stability and Dynamics, v. 23, n. 6 (October 2022).
- (1992): Model Tests And Back Analysis Of Shallow Sandy Ground Tunnel With High Groundwater Table. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 448 (June 1992).
- (1989): Estimation Of Design Parameters For Sandy Ground Tunnel During The Excavation Phase. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 406 ( 1989).
- (1995): Back-analysis Of Dynamic Soil Parameters Based On Actual Accelerations During Earthquake. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 517 (June 1995).
- (1996): Back-analysis Of Dynamic Soil Parameters Based On Dropping Weight Vibration Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 541 (June 1996).
- (2004): Back Analysis Of Mohr-coulomb Strength Parameters For Embankment Control On Soft Clay Deposit. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 778 (December 2004).
- (1984): Application of the Observational Procedure to Tunnel Construction. In: Soils and Foundations, v. 24, n. 4 (December 1984).
- (1982): Swelling Mechanism of Unsaturated Mudstones. In: Soils and Foundations, v. 22, n. 2 (June 1982).
- (1983): Simple Optimization Techniques for Evaluating Deformation Moduli from Field Observations. In: Soils and Foundations, v. 23, n. 1 (March 1983).
- (1983): A Simplified Finite Element Analysis of Soil-Structure Interaction. In: Soils and Foundations, v. 23, n. 2 (June 1983).
- (1983): Comparison of Numerical Techniques for Multi-dimensional Consolidation Problem. In: Soils and Foundations, v. 23, n. 3 (September 1983).
- (1983): Soft Clay Behavior Based on Minimization of Dissipated Energy. In: Soils and Foundations, v. 23, n. 3 (September 1983).
- (1984): Estimation of Deformation Moduli and Strength of Natural Ground Based upon Convergence Survey on Tunneling. In: Soils and Foundations, v. 24, n. 2 (June 1984).
- (1984): Estimation of Soil Parameters Based on Monitored Movement of Subsoil under Consolidation. In: Soils and Foundations, v. 24, n. 4 (December 1984).
- (1984): A Unified Approach to Time Effects in Soft Clays. In: Soils and Foundations, v. 24, n. 4 (December 1984).
- (1985): Determination of Noncircular Slip Surface Giving the Minimum Factor of Safety in Slope Stability Analysis. In: Soils and Foundations, v. 25, n. 1 (March 1985).
- (1985): Limit Analysis of Geotechnical Problems By Applying Lower-Bound Theorem. In: Soils and Foundations, v. 25, n. 4 (December 1985).
- (1985): Parameter Estimation of Unconfined Aquifer By Measuring Change of Groundwater Level. In: Soils and Foundations, v. 25, n. 4 (December 1985).
- (1986): Application of Back-Analysis to Several Test Embankments on Soft Clay Deposits. In: Soils and Foundations, v. 26, n. 2 (June 1986).
- (1986): Influence of Strength Anisotropy on the Search for Critical Noncircular Slip Surface. In: Soils and Foundations, v. 26, n. 3 (September 1986).
- (1987): Estimation of Nonlinear Constitutive Parameters Based on Monitored Movement of Subsoil Under Consolidation. In: Soils and Foundations, v. 27, n. 1 (March 1987).
- (1988): A New Limit Equilibrium Analysis of Slope Stability Based on Lower-Bound Theorem. In: Soils and Foundations, v. 28, n. 1 (March 1988).
- (1988): A Unified Approach to Time Effects in Anisotropically Consolidated Clays. In: Soils and Foundations, v. 28, n. 4 (December 1988).
- (1990): Two-Dimensional Consolidation Back-Analysis. In: Soils and Foundations, v. 30, n. 2 (June 1990).
- (1990): A Lower-Bound Approach to Active and Passive Earth Pressure Problems. In: Soils and Foundations, v. 30, n. 4 (December 1990).
- (1990): A Simple Back-Analysis in a Seismic Subsoil Context. In: Soils and Foundations, v. 30, n. 4 (December 1990).
- (1993): Active Earth Pressure Founded on Displacement Field. In: Soils and Foundations, v. 33, n. 3 (September 1993).
- (1994): Relationship between Time Effects in Triaxial Test and Secondary Compression. In: Soils and Foundations, v. 34, n. 3 (September 1994).
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