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Takeshi Kamei

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  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 (June 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 (June 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 (December 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 (December 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 (March 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 (June 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 (March 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 (December 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 (June 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 (December 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 (December 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 (June 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 (March 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 (March 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 (March 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 (June 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 (June 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 (October 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 (February 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 (December 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 (January 2011).

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

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