0
  • DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke

Anzeige

Seiichi Miura

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. 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

  2. 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

  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. 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

  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. 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

  5. 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

  6. 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

  7. 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

  8. 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

  9. 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

  10. 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

  11. 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

  12. 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

  13. 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

  14. 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

  15. 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

  16. 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

  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. In: Soils and Foundations, v. 26, n. 3 (September 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. In: Soils and Foundations, v. 28, n. 3 (September 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. In: Soils and Foundations, v. 30, n. 2 (Juni 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. In: Soils and Foundations, v. 43, n. 4 (August 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. In: Soils and Foundations, v. 56, n. 5 (Oktober 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. In: Soils and Foundations, v. 55, n. 2 (April 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. In: Soils and Foundations, v. 55, n. 1 (Februar 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. In: Soils and Foundations, v. 47, n. 5 (Oktober 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. In: Soils and Foundations, v. 54, n. 4 (August 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. In: Soils and Foundations, v. 54, n. 1 (Februar 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. In: Soils and Foundations, v. 52, n. 3 (Juni 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. In: Soils and Foundations, v. 51, n. 5 (Oktober 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. In: Soils and Foundations, v. 50, n. 5 (Oktober 2010).

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

  30. 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

Eine Veröffentlichung suchen...

Nur verfügbar mit
Mein Structurae

Volltext
Structurae kooperiert mit
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine