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Hiroyuki Tanaka

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. Yamazoe, Nobutaka / Tanaka, Hiroyuki / Nishimura, Satoshi / Hayashi, Hirochika (2023): Analysis of long-term settlement of road embankment on peat ground during its service period. In: Soils and Foundations, v. 63, n. 5 (October 2023).

    https://doi.org/10.1016/j.sandf.2023.101362

  2. Iida, Yasunori / Asakura, Yasuo / Tanaka, Hiroyuki (1992): Formulation And Solution Algorithm Of Optimal On-ramp Traffic Control Model For Urban Expressway Network With Multiple Routes. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 449 (July 1992).

    https://doi.org/10.2208/jscej.1992.449_135

  3. Tanaka, Hiroyuki (1991): Analyses For Stability Of Ground Under Bottom Of Braced Excavations. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1991, n. 435 (September 1991).

    https://doi.org/10.2208/jscej.1991.435_61

  4. Shioda, Seiichi / Adachi, Tugio / Toyoda, Tomotoki / Tanaka, Hiroyuki (1989): Construction Of An Airport On Soft Clay. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 409 (September 1989).

    https://doi.org/10.2208/jscej.1989.409_131

  5. Tanaka, Hiroyuki / Tanaka, Masanori (1997): Deformation Characteristics Of Ground Measured By In Situ Tests. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 575 (September 1997).

    https://doi.org/10.2208/jscej.1997.575_83

  6. Hata, Kiichiro / Fukagawa, Ryoichi / Muro, Tatsuro / Tanaka, Hiroyuki (1998): Evaluation Of Sbp Test Results In Normally-consolidated Clay Ground. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 589 (March 1998).

    https://doi.org/10.2208/jscej.1998.589_219

  7. Nishida, Kaoru / Takamura, Tooru / Nakajima, Masayuki / Tanaka, Hiroyuki / Tanaka, Masanori (1999): Case Studies Of Seismic Cone Test And Its Amplitude Characteristics On In Situ Data. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 631 ( 1999).

    https://doi.org/10.2208/jscej.1999.631_329

  8. Tanaka, Hiroyuki / Mishima, Osamu / Tanaka, Masanori (1999): Applicability Of Cpt And Dmt For Grounds Consisting Of Large Granular Particles. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 638 (December 1999).

    https://doi.org/10.2208/jscej.1999.638_273

  9. Tanaka, Masanori / Tanaka, Hiroyuki / Asano, Jun-ichi / Azuma, Ken-ichi (2000): Applicability Of In-situ Site Investigation Methods In Evaluating The Flyash-gypsum-cement (FGC) Treated Medium Strength Ground. 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_89

  10. Tanaka, Masanori / Tanaka, Hiroyuki (2002): Evaluation Of Liquefaction Resistance Of Silty Ground Using SPT, CPT And DMT. A case study of improved ground by sand compaction pile method. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 701 (March 2002).

    https://doi.org/10.2208/jscej.2002.701_433

  11. Rito, Fusao / Ohmukai, Naoki / Tanaka, Hiroyuki / Tanaka, Masanori (2002): The Change In Microstructure Of Pleistocene Clays Due To One Dimensional Consolidation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 701 (March 2002).

    https://doi.org/10.2208/jscej.2002.701_331

  12. 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 (June 2002).

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

  13. Tanaka, Hiroyuki / Kusaka, Hiroki / Yasuda, Susumu / Iida, Takeshi (2005): An Experimental Study On The Cut-off Sheet Pile Method As A Liquefaction-countermeasure For Underground Structures. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 792 ( 2005).

    https://doi.org/10.2208/jscej.2005.792_87

  14. Tanaka, Hiroyuki (1993): Behavior of Braced Excavations Stabilized by Deep Mixing Method. In: Soils and Foundations, v. 33, n. 2 (June 1993).

    https://doi.org/10.3208/sandf1972.33.2_105

  15. Tanaka, Hiroyuki (1994): Behavior of a Braced Excavation in Soft Clay and the Undrained Shear Strength for Passive Earth Pressure. In: Soils and Foundations, v. 34, n. 1 (March 1994).

    https://doi.org/10.3208/sandf1972.34.53

  16. Yamashita, Satoshi / Shibuya, Satoru / Tanaka, Hiroyuki (1997): A Case Study for Characterizing Undrained Cyclic Deformation Properties in Young Sand Deposit from In-Situ and Laboratory Tests. In: Soils and Foundations, v. 37, n. 2 (June 1997).

    https://doi.org/10.3208/sandf.37.2_117

  17. Shibuya, Satoru / Tanaka, Hiroyuki (1996): Estimate of Elastic Shear Modulus In Holocene Soil Deposits. In: Soils and Foundations, v. 36, n. 4 (December 1996).

    https://doi.org/10.3208/sandf.36.4_45

  18. Tanaka, Hiroyuki / Sharma, Pankaj / Tsuchida, Takashi / Tanaka, Masanori (1996): Comparative Study on Sample Quality Using Several Types of Samplers. In: Soils and Foundations, v. 36, n. 2 (June 1996).

    https://doi.org/10.3208/sandf.36.2_57

  19. Tanaka, Hiroyuki / Tanaka, Masanori (1998): Characterization of Sandy Soils Using CPT and DMT. In: Soils and Foundations, v. 38, n. 3 (September 1998).

    https://doi.org/10.3208/sandf.38.3_55

  20. Tanaka, Hiroyuki / Tanaka, Masanori / Shiwakoti, Dinesh R. (2001): Characteristics of Soils with Low Plasticity: Intermediate Soil from Ishinomaki, Japan and Lean Clay From Drammen, Norway. In: Soils and Foundations, v. 41, n. 1 (February 2001).

    https://doi.org/10.3208/sandf.41.83

  21. Tanaka, Hiroyuki / Mishima, Osamu / Tanaka, Masanori / Park, Sung-Zae / Jeong, Gyeong-Hwan / Locat, Jacques (2001): Characterization of Yangsan Clay, Pusan, Korea. In: Soils and Foundations, v. 41, n. 2 (April 2001).

    https://doi.org/10.3208/sandf.41.2_89

  22. Tanaka, Hiroyuki / Shiwakoti, Dinesh R. / Mishima, Osamu / Watabe, Yoichi / Tanaka, Masanori (2001): Comparison of Mechanical Behavior of Two Overconsolidated Clays: Yamashita and Louiseville Clays. In: Soils and Foundations, v. 41, n. 4 (August 2001).

    https://doi.org/10.3208/sandf.41.4_73

  23. Tanaka, Hiroyuki / Tanaka, Masanori / Suzuki, Shinya / Sakagami, Toshihiko (2003): Development of a New Cone Penetrometer and its Application to Great Depths of Pleistocene Clays. In: Soils and Foundations, v. 43, n. 6 (December 2003).

    https://doi.org/10.3208/sandf.43.6_51

  24. Tanaka, Hiroyuki / Shiwakoti, Dinesh Raj / Tanaka, Masanori (2003): Applicability of Shansep Method to Six Different Natural Clays, Using Triaxial and Direct Shear Tests. In: Soils and Foundations, v. 43, n. 3 (June 2003).

    https://doi.org/10.3208/sandf.43.3_43

  25. Tanaka, Hiroyuki / Kang, Min-Soo / Watabe, Yoichi (2004): Ageing Effects on Consolidation Properties—Based on the Site Investigation of Osaka Pleistocene Clays—. In: Soils and Foundations, v. 44, n. 6 (December 2004).

    https://doi.org/10.3208/sandf.44.6_39

  26. Hayashi, Hirochika / Yamazoe, Nobutaka / Mitachi, Toshiyuki / Tanaka, Hiroyuki / Nishimoto, Satoshi (2012): Coefficient of earth pressure at rest for normally and overconsolidated peat ground in Hokkaido area. In: Soils and Foundations, v. 52, n. 2 (April 2012).

    https://doi.org/10.1016/j.sandf.2012.02.007

  27. Tsutsumi, Ayato / Tanaka, Hiroyuki (2012): Combined effects of strain rate and temperature on consolidation behavior of clayey soils. In: Soils and Foundations, v. 52, n. 2 (April 2012).

    https://doi.org/10.1016/j.sandf.2012.02.001

  28. Tsutsumi, Ayato / Tanaka, Hiroyuki (2011): Compressive Behavior During the Transition of Strain Rates. In: Soils and Foundations, v. 51, n. 5 (October 2011).

    https://doi.org/10.3208/sandf.51.813

  29. Nakamura, Akinori / Tanaka, Hiroyuki / Fukasawa, Takeshi (2009): Applicability of T-Bar and Ball Penetration Tests to Soft Clayey Grounds. In: Soils and Foundations, v. 49, n. 5 (October 2009).

    https://doi.org/10.3208/sandf.49.729

  30. Horng, Vuthy / Tanaka, Hiroyuki / Obara, Takashi (2010): Effects of Sampling Tube Geometry on Soft Clayey Sample Quality Evaluated by Nondestructive Methods. In: Soils and Foundations, v. 50, n. 1 (February 2010).

    https://doi.org/10.3208/sandf.50.93

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