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Kazuya Yasuhara

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. Yasuhara, Kazuya / Andersen, Knut H. (1991): Clay Behaviour Under Consequtive Long-term Cyclic Loading In Direct Simple Shear Tests. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1991, n. 439 (décembre 1991).

    https://doi.org/10.2208/jscej.1991.439_9

  2. Yasuhara, Kazuya / Andersen, Knut H. / Berre, Toralv (1991): Behaviour Of Anisotropically Consolidated Undisturbed Clay In Cyclic Triaxial Tests With Drainage. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1991, n. 436 (septembre 1991).

    https://doi.org/10.2208/jscej.1991.436_1

  3. Hyodo, Masayuki / Yasuhara, Kazuya / Murata, Hidekazu / Hirao, Kazutoshi (1988): Prediction Of Pore Pressure And Deformation In Soft Clay Under Long-term Cyclic Shear Conditions. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 400 ( 1988).

    https://doi.org/10.2208/jscej.1988.400_151

  4. Adachi, Masaki / Yasuhara, Kazuya / Fukushima, Masaaki (1996): Liquefaction Strength And Post-liquefaction Volumetric Change Of Non-plastic Silt. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 535 (mars 1996).

    https://doi.org/10.2208/jscej.1996.535_145

  5. Sato, Ken-ichi / Yasuhara, Kazuya / Higuchi, Tohru / Yoshida, Nobuo (1996): Effect Of Principal Stress Direction On Undrained Cyclic Shear Behavior Of Dense Sand. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 541 (juin 1996).

    https://doi.org/10.2208/jscej.1996.541_199

  6. Hirao, Kazutoshi / Yasuhara, Kazuya / Tanabashi, Yoshihiko / Ochiai, Hidetoshi / Yasufuku, Noriyuki (1997): Bearing Capacity Improvement Of Soft Clay Reinforced With Geogrids. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 582 ( 1997).

    https://doi.org/10.2208/jscej.1997.582_35

  7. Sato, Ken-ichi / Yasuhara, Kazuya / Yoshida, Nobuo (1997): Effect Of Principal Stress Direction On Undrained Cyclic Shear And Recompression Behaviour Of Dense Sand. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 561 (mars 1997).

    https://doi.org/10.2208/jscej.1997.561_163

  8. Adachi, Masaki / Yasuhara, Kazuya / Shimabukuro, Atsushi (1998): Liquefaction And Post-liquefaction Recompression Characteristics Of Sand Containing Non-plastic Silt. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 596 (juin 1998).

    https://doi.org/10.2208/jscej.1998.596_29

  9. Shimabukuro, Atsushi / Yasuhara, Kazuya / Murakami, Satoshi (2000): Effect Of Sample Preparation On Liquefaction And Post-liquefaction Characteristics Of A Non-plastic Silt. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 659 (septembre 2000).

    https://doi.org/10.2208/jscej.2000.659_39

  10. Tanabashi, Yoshihiko / Nagashima, Hiromasa / Suyama, Kenta / Hirai, Takao / Yasuhara, Kazuya (2002): New Design Method Of Geocomposite-reinforced Cohesive Earth Fills. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 701 (mars 2002).

    https://doi.org/10.2208/jscej.2002.701_145

  11. Li, Xiaochun / Wu, Zhishen / Takahashi, Manabu / Yasuhara, Kazuya (2002): Permeability Anisotropy Of Shirahama Sandstone Under True Triaxial Stresses. 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_1

  12. Nagashima, Hiromasa / Tanabashi, Yoshihiko / Hirai, Takao / Nishimura, Jun / Yasuhara, Kazuya (2002): Judgement Of Drainage And Reinforcing Effects Based On Model Tests Of Geocomposite-reinforced Cohesive Earth Fill. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 722 (décembre 2002).

    https://doi.org/10.2208/jscej.2002.722_25

  13. Song, Byung-Woong / Yasuhara, Kazuya / Murakami, Satoshi / Komine, Hideo (2004): An Evaluation For Cyclic Softening of Non-plastic Silt Using The Concept of Volume Decrease Potential. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 764 (juin 2004).

    https://doi.org/10.2208/jscej.2004.764_11

  14. Naoi, Yutaka / Komine, Hideo / Yasuhara, Kazuya / Murakami, Satoshi / Momose, Kazuo / Sakagami, Takeharu (2005): Influence Of Seawater On Swelling Characteristics Of Bentonite Buffer Material. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 785 ( 2005).

    https://doi.org/10.2208/jscej.2005.785_39

  15. Yasuhara, Kazuya / Unno, Toshiyasu / Murakami, Satoshi / Komine, Hideo (2005): Cyclic And Post-cyclic Stiffness Degradation In Sand With Initial Static Shear Stress. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 785 ( 2005).

    https://doi.org/10.2208/jscej.2005.785_51

  16. Yasuhara, Kazuya / Yamanouchi, Toyotoshi / Hirao, Kazutoshi (1982): Cyclic Strength and Deformation of Normally Consolidated Clay. Dans: Soils and Foundations, v. 22, n. 3 (septembre 1982).

    https://doi.org/10.3208/sandf1972.22.3_77

  17. Yasuhara, Kazuya (1982): A Practical Model for Secondary Compression. Dans: Soils and Foundations, v. 22, n. 4 (décembre 1982).

    https://doi.org/10.3208/sandf1972.22.4_45

  18. Yasuhara, Kazuya / Yamanouchi, Toyotoshi / Fujiwara, Haruo / Aoto, Hiroshi / Hirao, Kazutoshi (1983): Approximate Prediction of Soil Deformation Under Drained-Repeated Loading. Dans: Soils and Foundations, v. 23, n. 2 (juin 1983).

    https://doi.org/10.3208/sandf1972.23.2_13

  19. Yasuhara, Kazuya / Ue, Syunji (1983): Increase in Undrained Shear Strength Due to Secondary Compression. Dans: Soils and Foundations, v. 23, n. 3 (septembre 1983).

    https://doi.org/10.3208/sandf1972.23.3_50

  20. Fujiwara, Haruo / Yamanouchi, Toyotoshi / Yasuhara, Kazuya / Ue, Shunji (1985): Consolidation of Alluvial Clay under Repeated Loading. Dans: Soils and Foundations, v. 25, n. 3 (septembre 1985).

    https://doi.org/10.3208/sandf1972.25.3_19

  21. Yamanouchi, Toyotoshi / Yasuhara, Kazuya (1974): A Consideration on the Coefficient of Earth Pressure at Rest in Clayey Soils. Dans: Soils and Foundations, v. 14, n. 2 (juin 1974).

    https://doi.org/10.3208/sandf1972.14.2_113

  22. Yamanouchi, Toyotoshi / Yasuhara, Kazuya / Makiuchi, Katsuhiko (1973): On the Properties of a Highly Organic Soil "Soura-Soil". Dans: Soils and Foundations, v. 13, n. 1 (mars 1973).

    https://doi.org/10.3208/sandf1972.13.135

  23. Hirao, Kazutoshi / Yasuhara, Kazuya (1991): Cyclic Strength of Underconsolidated Clay. Dans: Soils and Foundations, v. 31, n. 4 (décembre 1991).

    https://doi.org/10.3208/sandf1972.31.4_180

  24. Hyodo, Masayuki / Yasuhara, Kazuya / Hirao, Kazutoshi (1992): Prediction of Clay Behaviour in Undrained and Partially Drained Cyclic Triaxial Tests. Dans: Soils and Foundations, v. 32, n. 4 (décembre 1992).

    https://doi.org/10.3208/sandf1972.32.4_117

  25. Yasuhara, Kazuya / Hirao, Kazutoshi / Hyde, Adrian F. L. (1992): Effects of Cyclic Loading on Undrained Strength and Compressibility of Clay. Dans: Soils and Foundations, v. 32, n. 1 (mars 1992).

    https://doi.org/10.3208/sandf1972.32.100

  26. Horiuchi, Sumio / Tamaoki, Katsuyuki / Yasuhara, Kazuya (1995): Coal Ash Slurry for Effective Underwater Disposal. Dans: Soils and Foundations, v. 35, n. 1 (mars 1995).

    https://doi.org/10.3208/sandf1972.35.1

  27. Pradhan, Tej B. S. / Matsui, Tamotsu / Yasuhara, Kazuya / Uchida, Kazunori (1999): Cyclic Undrained Triaxial Strength of Clay by a Round Robin Test. Dans: Soils and Foundations, v. 39, n. 4 (août 1999).

    https://doi.org/10.3208/sandf.39.4_121

  28. Yasuhara, Kazuya / Murakami, Satoshi (2004): Evaluation of Cement Column for Increasing Stability of Embankment on Silty Clay During Earthquakes. Dans: Soils and Foundations, v. 44, n. 3 (juin 2004).

    https://doi.org/10.3208/sandf.44.3_133

  29. Suzuki, Koji / Yasuhara, Kazuya (2007): Increase in Undrained Shear Strength of Clay with Respect to Rate of Consolidation. Dans: Soils and Foundations, v. 47, n. 2 (avril 2007).

    https://doi.org/10.3208/sandf.47.303

  30. Horiuchi, Sumio / Uchiyama, Noburu / Odawara, Takuro / Yasuhara, Kazuya (1996): Flash-Setting Lightweight Material—A First Step to Floating Island Construction. Dans: Journal of Materials in Civil Engineering (ASCE), v. 8, n. 3 (août 1996).

    https://doi.org/10.1061/(asce)0899-1561(1996)8:3(138)

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