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Motohiro Inagaki

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

  1. Sakai, Takayuki / Inukai, Shogo / Inagaki, Motohiro / Nakano, Masaki (2023): Improvement in seismic resistance using replacement/counterweight fill method for existing high embankments on inclined ground constructed with various embankment materials. In: Soils and Foundations, v. 63, n. 2 (April 2023).

    https://doi.org/10.1016/j.sandf.2023.101284

  2. Momiyama, Yoshiyuki / Inagaki, Motohiro / Eguchi, Yoichi / Kagamihara, Hiroshi / Koyanagi, Wataru (1997): Study On The Cement Grout Materials For Strengthening Of Concrete Slabs. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 567 (Juni 1997).

    https://doi.org/10.2208/jscej.1997.567_103

  3. Tatta, Naoki / Inagaki, Motohiro / Mishima, Nobuo / Fujiyama, Tetsuo / Ishiguro, Takeshi / Ohta, Hideki (2003): Prediction Of Long-term Deformation Of Road Embankment On Soft Ground By FEM And Its Application To Performance Design. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (September 2003).

    https://doi.org/10.2208/jscej.2003.743_173

  4. Inagaki, Motohiro / Mishima, Nobuo / Takebe, Atsuji / Fujiyama, Tetsuo / Ishiguro, Takeshi / Ohta, Hideki (2004): Performance Design Of Road Embankment On Soft Ground. 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_91

  5. Inagaki, Motohiro / Nagao, Kazuyuki / Oikawa, Hiroshi / Nozu, Mituo (2005): A Method For Predicting An Increase In Shear Strength Of Soft Ground Due To Embankment Construction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 785 ( 2005).

    https://doi.org/10.2208/jscej.2005.785_61

  6. Nguyen, Hong-Son / Tashiro, Mutsumi / Inagaki, Motohiro / Yamada, Shotaro / Noda, Toshihiro (2015): Simulation and evaluation of improvement effects by vertical drains/vacuum consolidation on peat ground under embankment loading based on a macro-element method with water absorption and discharge functions. In: Soils and Foundations, v. 55, n. 5 (Oktober 2015).

    https://doi.org/10.1016/j.sandf.2015.09.007

  7. Tashiro, Mutsumi / Nguyen, Son Hong / Inagaki, Motohiro / Yamada, Shotaro / Noda, Toshihiro (2015): Simulation of large-scale deformation of ultra-soft peaty ground under test embankment loading and investigation of effective countermeasures against residual settlement and failure. In: Soils and Foundations, v. 55, n. 2 (April 2015).

    https://doi.org/10.1016/j.sandf.2015.02.010

  8. Tashiro, Mutsumi / Noda, Toshihiro / Inagaki, Motohiro / Nakano, Masaki / Asaoka, Akira (2011): Prediction of Settlement in Natural Deposited Clay Ground with Risk of Large Residual Settlement Due to Embankment Loading. In: Soils and Foundations, v. 51, n. 1 (Februar 2011).

    https://doi.org/10.3208/sandf.51.133

  9. Inagaki, Motohiro / Nakano, Masaki / Noda, Toshihiro / Tashiro, Mutsumi / Asaoka, Akira (2010): Proposal of a Simple Method for Assessing the Susceptibility of Naturally Deposited Clay Grounds to Large Long-Term Settlement due to Embankment Loading. In: Soils and Foundations, v. 50, n. 1 (Februar 2010).

    https://doi.org/10.3208/sandf.50.109

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