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Takeshi Kamei

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

  1. Iwasaki, Kimitoshi / Kamei, Takeshi (1994): Evaluation Of Angle Of Shear Resistance Of Sandy Soils Using Flat Dilatometer. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 499 (September 1994).

    https://doi.org/10.2208/jscej.1994.499_221

  2. Kamei, Takeshi / Yamamoto, Yoshihiro (1994): An Evaluation of Soil Parameters Obtained By Flat Dilatometer Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 493 (Juni 1994).

    https://doi.org/10.2208/jscej.1994.493_175

  3. Kamei, Takeshi / Otani, Jun / Nakamura, Yoshihiro (1993): Comparison Of Elastic Wave Velocities Using Downhole And Suspension Technioues. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 481 ( 1993).

    https://doi.org/10.2208/jscej.1993.481_187

  4. Kamei, Takeshi / Tokida, Makoto (1993): Comparison Of Undrained Shear Characteristics Of Undisturbed And Remoulded Cohesive Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 469 (Juni 1993).

    https://doi.org/10.2208/jscej.1993.469_135

  5. Shogaki, Takaharu / Kamei, Takeshi / Tokida, Makoto (1992): Influence of Specimen Sizu on Unconfined Compressive Strength and Deformation Characteristics of Cohesive Soils Takeshi KAMEI, Makoto TOKIDA. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 457 (Dezember 1992).

    https://doi.org/10.2208/jscej.1992.457_155

  6. Kamei, Takeshi / Tokida, Makoto (1991): Influence Of Specimen Size On Unconfined Compressive Strength And Deformation Characteristics Of Cohesive Soils. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1991, n. 436 (September 1991).

    https://doi.org/10.2208/jscej.1991.436_131

  7. Kamei, Takeshi / Takeno, Takeshi / Tokida, Makoto (1989): Dilatancy Behaviour Of Normally Consolidated Cohesive Soils. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 412 (Dezember 1989).

    https://doi.org/10.2208/jscej.1989.412_99

  8. Ogawa, Shoji / Kamei, Takeshi / Fukuda, Makoto / Sasaki, Yoshiji (1987): The Fundamental Studies On The Frost Heaving In Cohesive Soil Stratum. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1987, n. 382 ( 1987).

    https://doi.org/10.2208/jscej.1987.382_149

  9. Iwasaki, Kimitoshi / Kamei, Takeshi (1994): Evaluation Of In Situ Strength And Deformation Characteristics Of Soils Using Flat Dilatometer. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 499 (September 1994).

    https://doi.org/10.2208/jscej.1994.499_167

  10. Kamei, Takeshi / Tokida, Makoto (1994): Influence Of Hydrogen-ion Concentration Exponent On Undrained Shear Behaviour Of Bentonites. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 505 ( 1994).

    https://doi.org/10.2208/jscej.1994.505_229

  11. Kamei, Takeshi / Enomoto, Masao (1995): Influence Of Test Conditions On Volume Change Characteristics Of Unsaturated Soils After Soaking. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 511 (März 1995).

    https://doi.org/10.2208/jscej.1995.511_229

  12. Kamei, Takeshi / Sano, Hiroaki (1995): Influence Of Acidification On Strength-deformation Characteristics Of Cohesive Soils. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 517 (Juni 1995).

    https://doi.org/10.2208/jscej.1995.517_189

  13. Kamei, Takeshi / Enomoto, Masao (1996): The Influence Of Soil Type On Collapse Settlement Of Compacted Soils During Inundation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 535 (März 1996).

    https://doi.org/10.2208/jscej.1996.535_65

  14. Shibi, Toshihide / Yatomi, Chikayoshi / Kamei, Takeshi (2000): Influences Of Aspect Ratio On The Bifurcation Analysis For A Normally Consolidated Clay Under The Plane Strain Undrained Compression Loadings. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 666 (Dezember 2000).

    https://doi.org/10.2208/jscej.2000.666_181

  15. Shibi, Toshihide / Kamei, Takeshi (2002): Effect Of Plasticity Indices On Bifurcation Analytical Results Of Normally Consolidated Cohesive Soils. 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_297

  16. Kamei, Takeshi / Matsuo, Kazutoshi (2004): Effective Use Of Coal Ash To Foamed Mixture Lightweight Soils. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 764 (Juni 2004).

    https://doi.org/10.2208/jscej.2004.764_247

  17. Maekawa, Haruyoshi / Kamei, Takeshi / Takahashi, Takeo / Matsuda, Tetsuo / Izumi, Satoshi (2004): Mechanical Properties Of Mudstone As Banking Material. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 771 (September 2004).

    https://doi.org/10.2208/jscej.2004.771_61

  18. Kamei, Takeshi / Matsuo, Kazutoshi / Shibi, Toshihide (2004): Effect Of Cement Additions On Unconfined Compressive Characteristics Of Compacted Coal Ash. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 778 (Dezember 2004).

    https://doi.org/10.2208/jscej.2004.778_183

  19. Tanaka, Masanori / Nagashima, Kazuomi / Kamei, Takeshi / Ando, Yoshihiko / Tsujioka, Takahiko (2004): Measurement Of Water Contents Used Mri For Clayey Soils On Drying. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 778 (Dezember 2004).

    https://doi.org/10.2208/jscej.2004.778_173

  20. Nakase, Akio / Kamei, Takeshi (1984): Influence of Anisotropy of Deformation Modulus on Effective Stress Path. In: Soils and Foundations, v. 24, n. 2 (Juni 1984).

    https://doi.org/10.3208/sandf1972.24.2_106

  21. Nakase, Akio / Kamei, Takeshi / Tanaka, Fumiaki (1984): Influence of the Number of Load Steps in K0 Consolidation on the Undrained Shear Strength. In: Soils and Foundations, v. 24, n. 3 (September 1984).

    https://doi.org/10.3208/sandf1972.24.3_101

  22. Nakase, Akio / Kamei, Takeshi (1986): Influence of Strain Rate on Undrained Shear Characteristics of K0-Consolidated Cohesive Soils. In: Soils and Foundations, v. 26, n. 1 (März 1986).

    https://doi.org/10.3208/sandf1972.26.85

  23. Ogawa, Shoji / Ikeda, Toshio / Kamei, Takeshi / Wada, Tadashi (1987): Field Investigations on Seasonal Variations of the Groundwater Level and Pore Water Pressure in Landslide Areas. In: Soils and Foundations, v. 27, n. 1 (März 1987).

    https://doi.org/10.3208/sandf1972.27.50

  24. Kamei, Takeshi (1989): Dilatancy Characteristics of Normally Consolidated Cohesive Soils. In: Soils and Foundations, v. 29, n. 1 (März 1989).

    https://doi.org/10.3208/sandf1972.29.165

  25. Kamei, Takeshi / Hirai, Hiroyoshi (1990): An Elasto-Viscoplastic Model with Combined Hardening of Anisotropically consolidated Cohesive Soils. In: Soils and Foundations, v. 30, n. 2 (Juni 1990).

    https://doi.org/10.3208/sandf1972.30.2_89

  26. Kamei, Takeshi / Iwasaki, Kimitoshi (1995): Evaluation of Undrained Shear Strength of Cohesive Soils Using a Flat Dilatometer. In: Soils and Foundations, v. 35, n. 2 (Juni 1995).

    https://doi.org/10.3208/sandf1972.35.2_111

  27. Ahmed, Aly / Soliman, Ahmed M. / Hesham El Naggar, M. / Kamei, Takeshi (2015): An assessment of geo-environmental properties for utilization of recycled gypsum in earthwork projects. In: Soils and Foundations, v. 55, n. 5 (Oktober 2015).

    https://doi.org/10.1016/j.sandf.2015.09.014

  28. Kamei, Takeshi / Ahmed, Aly / Ugai, Keizo (2013): Durability of soft clay soil stabilized with recycled Bassanite and furnace cement mixtures. In: Soils and Foundations, v. 53, n. 1 (Februar 2013).

    https://doi.org/10.1016/j.sandf.2012.12.011

  29. Ahmed, Aly / Ugai, Keizo / Kamei, Takeshi (2011): Laboratory and Field Evaluations of Recycled Gypsum as a Stabilizer Agent in Embankment Construction. In: Soils and Foundations, v. 51, n. 6 (Dezember 2011).

    https://doi.org/10.3208/sandf.51.975

  30. Ahmed, Aly / Ugai, Keizo / Kamei, Takeshi (2011): Investigation of recycled gypsum in conjunction with waste plastic trays for ground improvement. In: Construction and Building Materials, v. 25, n. 1 (Januar 2011).

    https://doi.org/10.1016/j.conbuildmat.2010.06.036

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