Goro Imai
- (1994): Experimental Study On A Band-shaped Horizontal Drain On The Seabed. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 486 (März 1994).
- (2004): Proposal Of Mixture Design Of Highly Impermeable Geomaterials For The Use Of Coastal Waste Disposal Sites. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 771 (September 2004).
- (2004): Relationships Between Vane Shear Strength And Water Content For Ultra Soft Clay Grounds Showing Water Content Decrease With Depth. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 778 (Dezember 2004).
- (2005): For The Further Development Of "Vacuum-Induced Consolidation Method". —present Understandings Of Its Principle And Their Applications—. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 798 ( 2005).
- (2003): Viscosity Effects on One-Dimensional Consolidation of Clay. In: International Journal of Geomechanics, v. 3, n. 1 (September 2003).
- (1984): Applicability of Hydraulic Consolidation Test for Very Soft Clayey Soils. In: Soils and Foundations, v. 24, n. 2 (Juni 1984).
- (1980): Settling Behavior of Clay Suspension. In: Soils and Foundations, v. 20, n. 2 (Juni 1980).
- (1981): Experimental Studies on Sedimentation Mechanism and Sediment Formation of Clay Materials. In: Soils and Foundations, v. 21, n. 1 (März 1981).
- (1978): Forced Dewatering Characteristics and Disposal Efficiency of Fluid Mud. In: Soils and Foundations, v. 18, n. 3 (September 1978).
- (1977): Reformed Carman’s Filtration Theory and its Application to Forced Water Loss of Clayey Fluid Mud. In: Soils and Foundations, v. 17, n. 4 (Dezember 1977).
- (1969): Influence of Grain-to-Grain Friction on Shear Phenomena of Granular Material. In: Soils and Foundations, v. 9, n. 3 ( 1969).
- (1967): On the Failure of the Granular Material. In: Soils and Foundations, v. 7, n. 3 ( 1967).
- (1979): A Treatment of Salinity in Water Content Determination of Very Soft Clays. In: Soils and Foundations, v. 19, n. 3 (September 1979).
- (1979): Development of a New Consolidation Test Procedure using Seepage Force. In: Soils and Foundations, v. 19, n. 3 (September 1979).
- (1990): An Endochronic Constitutive Law for Static Shear Behavior of Overconsolidated Clays. In: Soils and Foundations, v. 30, n. 1 (März 1990).
- (1992): A Constitutive Equation of One-Dimensional Consolidation Derived from Inter-Connected Tests. In: Soils and Foundations, v. 32, n. 2 (Juni 1992).
- (1991): Endochronic Modeling for Cyclic Behavior of Overconsolidated Clays. In: Soils and Foundations, v. 31, n. 4 (Dezember 1991).
- (1994): A New In-Laboratory Method to Make Homogeneous Clayey Samples and their Mechanical Properties. In: Soils and Foundations, v. 34, n. 2 (Juni 1994).
- (1996): Deformation Characteristics of a Saturated Cohesive Soil Subjected to Increase in Pore Pressure. In: Soils and Foundations, v. 36, n. 3 (September 1996).
- (2001): Gmax of Fine-Grained Soils at Wide Void Ratio Range, Focusing on Time-Dependent Behavior. In: Soils and Foundations, v. 41, n. 5 (Oktober 2001).
- (2003): One-Dimensional Consolidation Modeling Based on the Isotach Law for Normally Consolidated Clays. In: Soils and Foundations, v. 43, n. 4 (August 2003).
- (2007): Proposal of a New Concept for the Vertical Drain Design Considering the Effects of Intermediate Permeable Layers and Smear. In: Soils and Foundations, v. 47, n. 3 (Juni 2007).
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