0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

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. Miura, Seiichi / Yagi, Kazuyoshi / Kawamura, Shima (1996): Effect Of Stress History On Cyclic Undrained Deformation. Strength Characteristics Of Volcanic Coarse-grained Soils. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 547 (septembre 1996).

    https://doi.org/10.2208/jscej.1996.547_221

  2. Kawamura, Shima / Miura, Seiichi / Yokohama, Shoji / Miyaura, Masahiro (1999): Mechanical Behavior Of Sand Bed Beneath A Structure Subjected To Cyclic Loading. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 624 (juin 1999).

    https://doi.org/10.2208/jscej.1999.624_65

  3. 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. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 672 (mars 2001).

    https://doi.org/10.2208/jscej.2001.672_155

  4. 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. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (mars 2001).

    https://doi.org/10.2208/jscej.2001.673_121

  5. Yagi, Kazuyoshi / Miura, Seiichi (2001): Effect Of Particle-crushed Fines On Cyclic Undrained Shear Behavior Of Volcanic Coarse-grained Soils. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 694 (décembre 2001).

    https://doi.org/10.2208/jscej.2001.694_305

  6. Asonuma, Tsuyoshi / Miura, Seiichi / Yagi, Kazuyoshi / Tanaka, Hiroyuki (2002): Dynamic Deformation Characteristics Of Volcanic Soils And Their Evaluation Methods. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 708 (juin 2002).

    https://doi.org/10.2208/jscej.2002.708_161

  7. Yokohama, Shoji / Miura, Seiichi / Kawamura, Shima (2002): Deformation Behavior Of Structure-ground System Subjected To Static And Cyclic Loadings And Its Prediction. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 715 (septembre 2002).

    https://doi.org/10.2208/jscej.2002.715_263

  8. Kawamura, Shima / Miura, Seiichi (2003): Bearing Capacity-lateral Deformation Behavior Of Anisotropic Ground Beneath Structure Under Various Loading Conditions. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 736 (juin 2003).

    https://doi.org/10.2208/jscej.2003.736_115

  9. Toyosawa, Yasuo / Yang, Junjie / Miura, Seiichi / Suemasa, Naoaki (2004): Bearing Capacity Of Reinforced Ground Using Centrifuge Tests. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 757 (mars 2004).

    https://doi.org/10.2208/jscej.2004.757_247

  10. Yagi, Kazuyoshi / Miura, Seiichi (2004): Evaluation Of Mechanical Characteristics For Crushable Volcanic Soil Grounds. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 757 (mars 2004).

    https://doi.org/10.2208/jscej.2004.757_221

  11. Namura, Akira / Kohata, Yukihiro / Miura, Seiichi (2005): Experimental Study On Effect Of Loading Condition And Sleeper Size On Deformation Properties Of Railway Ballast. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 779 ( 2005).

    https://doi.org/10.2208/jscej.2005.779_53

  12. Miura, Kinya / Miura, Seiichi / Toki, Shosuke (1986): Deformation Behavior of Anisotropic Dense Sand Under Principal Stress Axes Rotation. Dans: Soils and Foundations, v. 26, n. 1 (mars 1986).

    https://doi.org/10.3208/sandf1972.26.36

  13. Miura, Seiichi / Toki, Shosuke / Tanizawa, Fusao (1984): Cone Penetration Characteristics and its Correlation to Static and Cyclic Deformation-Strength Behaviors of Anisotropic Sand. Dans: Soils and Foundations, v. 24, n. 2 (juin 1984).

    https://doi.org/10.3208/sandf1972.24.2_58

  14. Miura, Seiichi / Toki, Shosuke (1984): Elastoplastic Stress-Strain Relationship for Loose Sands with Anisotropic Fabric Under Three-Dimensional Stress Conditions. Dans: Soils and Foundations, v. 24, n. 2 (juin 1984).

    https://doi.org/10.3208/sandf1972.24.2_43

  15. Miura, Seiichi / Toki, Shosuke (1984): Anisotropy in Mechanical Properties and its Simulation of Sands Sampled from Natural Deposits. Dans: Soils and Foundations, v. 24, n. 3 (septembre 1984).

    https://doi.org/10.3208/sandf1972.24.3_69

  16. Miura, Kinya / Toki, Shosuke / Miura, Seiichi (1986): Deformation Prediction for Anisotropic Sand During the Rotation of Principal Stress Axes. Dans: Soils and Foundations, v. 26, n. 3 (septembre 1986).

    https://doi.org/10.3208/sandf1972.26.3_42

  17. Tori, Shosuke / Tatsuoka, Fumio / Miura, Seiichi / Yoshimi, Yoshiaki / Yasuda, Susumu / Makihara, Yorio (1986): Cyclic Undrained Triaxial Strength of Sand by a Cooperative Test Program. Dans: Soils and Foundations, v. 26, n. 3 (septembre 1986).

    https://doi.org/10.3208/sandf1972.26.3_117

  18. Yamashita, Satoshi / Toki, Shosuke / Miura, Seiichi (1988): Effect of Anisotropic Consolidation History on Triaxial Liquefaction Characteristics of Saturated Sand. Dans: Soils and Foundations, v. 28, n. 3 (septembre 1988).

    https://doi.org/10.3208/sandf1972.28.3_185

  19. Yamashita, Satoshi / Toki, Shosuke / Miura, Seiichi (1990): Change of Liquefaction Behaviour in Sand with Anisotropic Fabric due to Anisotropic Consolidation History. Dans: Soils and Foundations, v. 30, n. 2 (juin 1990).

    https://doi.org/10.3208/sandf1972.30.2_167

  20. Miura, Seiichi / Yagi, Kazuyoshi / Asonuma, Tsuyoshi (2003): Deformation-Strength Evaluation of Crushable Volcanic Soils by Laboratory and In-Situ Testing. Dans: Soils and Foundations, v. 43, n. 4 (août 2003).

    https://doi.org/10.3208/sandf.43.4_47

  21. Ishikawa, Tatsuya / Tokoro, Tetsuya / Miura, Seiichi (2016): Influence of freeze–thaw action on hydraulic behavior of unsaturated volcanic coarse-grained soils. Dans: Soils and Foundations, v. 56, n. 5 (octobre 2016).

    https://doi.org/10.1016/j.sandf.2016.08.005

  22. Ishikawa, Tatsuya / Miura, Seiichi (2015): Influence of moving wheel loads on mechanical behavior of submerged granular roadbed. Dans: Soils and Foundations, v. 55, n. 2 (avril 2015).

    https://doi.org/10.1016/j.sandf.2015.02.002

  23. Matsumura, Satoshi / Miura, Seiichi / Yokohama, Shoji / Kawamura, Shima (2015): Cyclic deformation-strength evaluation of compacted volcanic soil subjected to freeze–thaw sequence. Dans: Soils and Foundations, v. 55, n. 1 (février 2015).

    https://doi.org/10.1016/j.sandf.2014.12.007

  24. Tomisawa, Kouichi / Miura, Seiichi (2007): Mechanical Behavior of Pile Foundation Constructed in Composite Ground and its Evaluation. Dans: Soils and Foundations, v. 47, n. 5 (octobre 2007).

    https://doi.org/10.3208/sandf.47.961

  25. Yokohama, Shoji / Miura, Seiichi / Matsumura, Satoshi (2014): Change in the hydromechanical characteristics of embankment material due to compaction state conditions. Dans: Soils and Foundations, v. 54, n. 4 (août 2014).

    https://doi.org/10.1016/j.sandf.2014.06.010

  26. Ishikawa, Tatsuya / Zhang, Yuan / Tokoro, Tetsuya / Miura, Seiichi (2014): Medium-size triaxial apparatus for unsaturated granular subbase course materials. Dans: Soils and Foundations, v. 54, n. 1 (février 2014).

    https://doi.org/10.1016/j.sandf.2013.12.007

  27. Inam, Aasim / Ishikawa, Tatsuya / Miura, Seiichi (2012): Effect of principal stress axis rotation on cyclic plastic deformation characteristics of unsaturated base course material. Dans: Soils and Foundations, v. 52, n. 3 (juin 2012).

    https://doi.org/10.1016/j.sandf.2012.05.006

  28. Ishikawa, Tatsuya / Miura, Seiichi (2011): Influence of Freeze-Thaw Action on Deformation-Strength Characteristics and Particle Crushability of Volcanic Coarse-Grained Soils. Dans: Soils and Foundations, v. 51, n. 5 (octobre 2011).

    https://doi.org/10.3208/sandf.51.785

  29. Kawamura, Shima / Miura, Seiichi / Yokohama, Shoji (2010): Mechanical Behavior of Anisotropic Sand Ground Beneath Structures Subjected to Cyclic Loading Such as Wave Loading. Dans: Soils and Foundations, v. 50, n. 5 (octobre 2010).

    https://doi.org/10.3208/sandf.50.645

  30. Kawamura, Shima / Miura, Seiichi (2014): Bearing capacity improvement of anisotropic sand ground. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 167, n. 3 (août 2014).

    https://doi.org/10.1680/grim.13.00011

Rechercher une publication...

Disponible seulement avec
Mon Structurae

Texte intégral
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine