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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Okamoto, Masahiro / Ohami, Yukio / Pradhan, Tej B. S. / Imai, Goro (1994): Experimental Study On A Band-shaped Horizontal Drain On The Seabed. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 486 (mars 1994).

    https://doi.org/10.2208/jscej.1994.486_55

  2. Kimura, Makoto / Imai, Goro (2004): Proposal Of Mixture Design Of Highly Impermeable Geomaterials For The Use Of Coastal Waste Disposal Sites. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 771 (septembre 2004).

    https://doi.org/10.2208/jscej.2004.771_121

  3. Tanaka, Yosuke / Imai, Goro / Katagiri, Masaaki (2004): Relationships Between Vane Shear Strength And Water Content For Ultra Soft Clay Grounds Showing Water Content Decrease With Depth. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 778 (décembre 2004).

    https://doi.org/10.2208/jscej.2004.778_99

  4. Imai, Goro (2005): For The Further Development Of "Vacuum-Induced Consolidation Method". —present Understandings Of Its Principle And Their Applications—. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 798 ( 2005).

    https://doi.org/10.2208/jscej.2005.798_1

  5. Hawlader, Bipul C. / Muhunthan, Balasingam / Imai, Goro (2003): Viscosity Effects on One-Dimensional Consolidation of Clay. Dans: International Journal of Geomechanics, v. 3, n. 1 (septembre 2003).

    https://doi.org/10.1061/(asce)1532-3641(2003)3:1(99)

  6. Imai, Goro / Yano, Kouichiro / Aoki, Shigeru (1984): Applicability of Hydraulic Consolidation Test for Very Soft Clayey Soils. Dans: Soils and Foundations, v. 24, n. 2 (juin 1984).

    https://doi.org/10.3208/sandf1972.24.2_29

  7. Imai, Goro (1980): Settling Behavior of Clay Suspension. Dans: Soils and Foundations, v. 20, n. 2 (juin 1980).

    https://doi.org/10.3208/sandf1972.20.2_61

  8. Imai, Goro (1981): Experimental Studies on Sedimentation Mechanism and Sediment Formation of Clay Materials. Dans: Soils and Foundations, v. 21, n. 1 (mars 1981).

    https://doi.org/10.3208/sandf1972.21.7

  9. Imai, Goro / Mori, Ko / Yamada, Sadahiko (1978): Forced Dewatering Characteristics and Disposal Efficiency of Fluid Mud. Dans: Soils and Foundations, v. 18, n. 3 (septembre 1978).

    https://doi.org/10.3208/sandf1972.18.3_13

  10. Imai, Goro / Tsuruya, Kazuo (1977): Reformed Carman’s Filtration Theory and its Application to Forced Water Loss of Clayey Fluid Mud. Dans: Soils and Foundations, v. 17, n. 4 (décembre 1977).

    https://doi.org/10.3208/sandf1972.17.4_45

  11. Mogami, Takeo / Imai, Goro (1969): Influence of Grain-to-Grain Friction on Shear Phenomena of Granular Material. Dans: Soils and Foundations, v. 9, n. 3 ( 1969).

    https://doi.org/10.3208/sandf1960.9.3_1

  12. Mogami, Takeo / Imai, Goro (1967): On the Failure of the Granular Material. Dans: Soils and Foundations, v. 7, n. 3 ( 1967).

    https://doi.org/10.3208/sandf1960.7.3_1

  13. Imai, Goro / Tsuruya, Kazuo / Yano, Kouichiro (1979): A Treatment of Salinity in Water Content Determination of Very Soft Clays. Dans: Soils and Foundations, v. 19, n. 3 (septembre 1979).

    https://doi.org/10.3208/sandf1972.19.3_84

  14. Imai, Goro (1979): Development of a New Consolidation Test Procedure using Seepage Force. Dans: Soils and Foundations, v. 19, n. 3 (septembre 1979).

    https://doi.org/10.3208/sandf1972.19.3_45

  15. Imai, Goro / Xie, Chanjuan (1990): An Endochronic Constitutive Law for Static Shear Behavior of Overconsolidated Clays. Dans: Soils and Foundations, v. 30, n. 1 (mars 1990).

    https://doi.org/10.3208/sandf1972.30.65

  16. Imai, Goro / Tang, Yi-Xin (1992): A Constitutive Equation of One-Dimensional Consolidation Derived from Inter-Connected Tests. Dans: Soils and Foundations, v. 32, n. 2 (juin 1992).

    https://doi.org/10.3208/sandf1972.32.2_83

  17. Imai, Goro / Xie, Chanjuan (1991): Endochronic Modeling for Cyclic Behavior of Overconsolidated Clays. Dans: Soils and Foundations, v. 31, n. 4 (décembre 1991).

    https://doi.org/10.3208/sandf1972.31.4_103

  18. Katagiri, Masaaki / Imai, Goro (1994): A New In-Laboratory Method to Make Homogeneous Clayey Samples and their Mechanical Properties. Dans: Soils and Foundations, v. 34, n. 2 (juin 1994).

    https://doi.org/10.3208/sandf1972.34.2_87

  19. Katagiri, Masaaki / Imai, Goro (1996): Deformation Characteristics of a Saturated Cohesive Soil Subjected to Increase in Pore Pressure. Dans: Soils and Foundations, v. 36, n. 3 (septembre 1996).

    https://doi.org/10.3208/sandf.36.3_1

  20. Lohani, Tara Nidhi / Imai, Goro / Tani, Kazuo / Shibuya, Satoru (2001): Gmax of Fine-Grained Soils at Wide Void Ratio Range, Focusing on Time-Dependent Behavior. Dans: Soils and Foundations, v. 41, n. 5 (octobre 2001).

    https://doi.org/10.3208/sandf.41.5_87

  21. Imai, Goro / Tanaka, Yosuke / Saegusa, Hiroyuki (2003): One-Dimensional Consolidation Modeling Based on the Isotach Law for Normally Consolidated Clays. Dans: Soils and Foundations, v. 43, n. 4 (août 2003).

    https://doi.org/10.3208/sandf.43.4_173

  22. Nawagamuwa, Udeni P. / Imai, Goro (2007): Proposal of a New Concept for the Vertical Drain Design Considering the Effects of Intermediate Permeable Layers and Smear. Dans: Soils and Foundations, v. 47, n. 3 (juin 2007).

    https://doi.org/10.3208/sandf.47.533

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