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Miura, Seiichi / Yagi, Kazuyoshi / Kawamura, Shima (1996): Effect Of Stress History On Cyclic Undrained Deformation. Strength Characteristics Of Volcanic Coarse-grained Soils. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 547 (September 1996).
https://doi.org/10.2208/jscej.1996.547_221
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Kawamura, Shima / Miura, Seiichi / Yokohama, Shoji / Miyaura, Masahiro (1999): Mechanical Behavior Of Sand Bed Beneath A Structure Subjected To Cyclic Loading. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 624 (Juni 1999).
https://doi.org/10.2208/jscej.1999.624_65
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Masumura, Kimihito / Mishima, Nobuo / Miura, Seiichi (2001): Density Gradient Due To Compaction With Thick Finishing Layers And Its Effect On Settlement Behaviors Of Highway Embankment. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 672 (März 2001).
https://doi.org/10.2208/jscej.2001.672_155
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Miyaura, Masahiro / Miura, Seiichi / Kawamura, Shima / Yokohama, Shoji (2001): Change In Bearing Capacity-deformation Behavior Of Structure-sand Ground System Due To Difference In Types Of Loading And Its Evaluation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (März 2001).
https://doi.org/10.2208/jscej.2001.673_121
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Yagi, Kazuyoshi / Miura, Seiichi (2001): Effect Of Particle-crushed Fines On Cyclic Undrained Shear Behavior Of Volcanic Coarse-grained Soils. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 694 (Dezember 2001).
https://doi.org/10.2208/jscej.2001.694_305
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Asonuma, Tsuyoshi / Miura, Seiichi / Yagi, Kazuyoshi / Tanaka, Hiroyuki (2002): Dynamic Deformation Characteristics Of Volcanic Soils And Their Evaluation Methods. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 708 (Juni 2002).
https://doi.org/10.2208/jscej.2002.708_161
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Yokohama, Shoji / Miura, Seiichi / Kawamura, Shima (2002): Deformation Behavior Of Structure-ground System Subjected To Static And Cyclic Loadings And Its Prediction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 715 (September 2002).
https://doi.org/10.2208/jscej.2002.715_263
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Kawamura, Shima / Miura, Seiichi (2003): Bearing Capacity-lateral Deformation Behavior Of Anisotropic Ground Beneath Structure Under Various Loading Conditions. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 736 (Juni 2003).
https://doi.org/10.2208/jscej.2003.736_115
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Toyosawa, Yasuo / Yang, Junjie / Miura, Seiichi / Suemasa, Naoaki (2004): Bearing Capacity Of Reinforced Ground Using Centrifuge Tests. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 757 (März 2004).
https://doi.org/10.2208/jscej.2004.757_247
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Yagi, Kazuyoshi / Miura, Seiichi (2004): Evaluation Of Mechanical Characteristics For Crushable Volcanic Soil Grounds. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 757 (März 2004).
https://doi.org/10.2208/jscej.2004.757_221
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Namura, Akira / Kohata, Yukihiro / Miura, Seiichi (2005): Experimental Study On Effect Of Loading Condition And Sleeper Size On Deformation Properties Of Railway Ballast. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 779 ( 2005).
https://doi.org/10.2208/jscej.2005.779_53
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Miura, Kinya / Miura, Seiichi / Toki, Shosuke (1986): Deformation Behavior of Anisotropic Dense Sand Under Principal Stress Axes Rotation. In: Soils and Foundations, v. 26, n. 1 (März 1986).
https://doi.org/10.3208/sandf1972.26.36
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Miura, Seiichi / Toki, Shosuke / Tanizawa, Fusao (1984): Cone Penetration Characteristics and its Correlation to Static and Cyclic Deformation-Strength Behaviors of Anisotropic Sand. In: Soils and Foundations, v. 24, n. 2 (Juni 1984).
https://doi.org/10.3208/sandf1972.24.2_58
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Miura, Seiichi / Toki, Shosuke (1984): Elastoplastic Stress-Strain Relationship for Loose Sands with Anisotropic Fabric Under Three-Dimensional Stress Conditions. In: Soils and Foundations, v. 24, n. 2 (Juni 1984).
https://doi.org/10.3208/sandf1972.24.2_43
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Miura, Seiichi / Toki, Shosuke (1984): Anisotropy in Mechanical Properties and its Simulation of Sands Sampled from Natural Deposits. In: Soils and Foundations, v. 24, n. 3 (September 1984).
https://doi.org/10.3208/sandf1972.24.3_69
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Miura, Kinya / Toki, Shosuke / Miura, Seiichi (1986): Deformation Prediction for Anisotropic Sand During the Rotation of Principal Stress Axes. In: Soils and Foundations, v. 26, n. 3 (September 1986).
https://doi.org/10.3208/sandf1972.26.3_42
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Tori, Shosuke / Tatsuoka, Fumio / Miura, Seiichi / Yoshimi, Yoshiaki / Yasuda, Susumu / Makihara, Yorio (1986): Cyclic Undrained Triaxial Strength of Sand by a Cooperative Test Program. In: Soils and Foundations, v. 26, n. 3 (September 1986).
https://doi.org/10.3208/sandf1972.26.3_117
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Yamashita, Satoshi / Toki, Shosuke / Miura, Seiichi (1988): Effect of Anisotropic Consolidation History on Triaxial Liquefaction Characteristics of Saturated Sand. In: Soils and Foundations, v. 28, n. 3 (September 1988).
https://doi.org/10.3208/sandf1972.28.3_185
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Yamashita, Satoshi / Toki, Shosuke / Miura, Seiichi (1990): Change of Liquefaction Behaviour in Sand with Anisotropic Fabric due to Anisotropic Consolidation History. In: Soils and Foundations, v. 30, n. 2 (Juni 1990).
https://doi.org/10.3208/sandf1972.30.2_167
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Miura, Seiichi / Yagi, Kazuyoshi / Asonuma, Tsuyoshi (2003): Deformation-Strength Evaluation of Crushable Volcanic Soils by Laboratory and In-Situ Testing. In: Soils and Foundations, v. 43, n. 4 (August 2003).
https://doi.org/10.3208/sandf.43.4_47
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Ishikawa, Tatsuya / Tokoro, Tetsuya / Miura, Seiichi (2016): Influence of freeze–thaw action on hydraulic behavior of unsaturated volcanic coarse-grained soils. In: Soils and Foundations, v. 56, n. 5 (Oktober 2016).
https://doi.org/10.1016/j.sandf.2016.08.005
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Ishikawa, Tatsuya / Miura, Seiichi (2015): Influence of moving wheel loads on mechanical behavior of submerged granular roadbed. In: Soils and Foundations, v. 55, n. 2 (April 2015).
https://doi.org/10.1016/j.sandf.2015.02.002
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Matsumura, Satoshi / Miura, Seiichi / Yokohama, Shoji / Kawamura, Shima (2015): Cyclic deformation-strength evaluation of compacted volcanic soil subjected to freeze–thaw sequence. In: Soils and Foundations, v. 55, n. 1 (Februar 2015).
https://doi.org/10.1016/j.sandf.2014.12.007
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Tomisawa, Kouichi / Miura, Seiichi (2007): Mechanical Behavior of Pile Foundation Constructed in Composite Ground and its Evaluation. In: Soils and Foundations, v. 47, n. 5 (Oktober 2007).
https://doi.org/10.3208/sandf.47.961
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Yokohama, Shoji / Miura, Seiichi / Matsumura, Satoshi (2014): Change in the hydromechanical characteristics of embankment material due to compaction state conditions. In: Soils and Foundations, v. 54, n. 4 (August 2014).
https://doi.org/10.1016/j.sandf.2014.06.010
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Ishikawa, Tatsuya / Zhang, Yuan / Tokoro, Tetsuya / Miura, Seiichi (2014): Medium-size triaxial apparatus for unsaturated granular subbase course materials. In: Soils and Foundations, v. 54, n. 1 (Februar 2014).
https://doi.org/10.1016/j.sandf.2013.12.007
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Inam, Aasim / Ishikawa, Tatsuya / Miura, Seiichi (2012): Effect of principal stress axis rotation on cyclic plastic deformation characteristics of unsaturated base course material. In: Soils and Foundations, v. 52, n. 3 (Juni 2012).
https://doi.org/10.1016/j.sandf.2012.05.006
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Ishikawa, Tatsuya / Miura, Seiichi (2011): Influence of Freeze-Thaw Action on Deformation-Strength Characteristics and Particle Crushability of Volcanic Coarse-Grained Soils. In: Soils and Foundations, v. 51, n. 5 (Oktober 2011).
https://doi.org/10.3208/sandf.51.785
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Kawamura, Shima / Miura, Seiichi / Yokohama, Shoji (2010): Mechanical Behavior of Anisotropic Sand Ground Beneath Structures Subjected to Cyclic Loading Such as Wave Loading. In: Soils and Foundations, v. 50, n. 5 (Oktober 2010).
https://doi.org/10.3208/sandf.50.645
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Kawamura, Shima / Miura, Seiichi (2014): Bearing capacity improvement of anisotropic sand ground. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 167, n. 3 (August 2014).
https://doi.org/10.1680/grim.13.00011