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Mutsumi Tashiro

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

  1. Noda, Toshihiro / Tashiro, Mutsumi / Takaine, Toshihiro / Asaoka, Akira (2005): Deformation Analyses Of Piled Raft Foundation In Terms Of Settlement Reduction And Load Sharing Ratio. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 799 ( 2005).

    https://doi.org/10.2208/jscej.2005.799_37

  2. Noda, Toshihiro / Yamada, Shotaro / Nonaka, Toshihiro / Tashiro, Mutsumi (2015): Study on the pore water pressure dissipation method as a liquefaction countermeasure using soil–water coupled finite deformation analysis equipped with a macro-element method. In: Soils and Foundations, v. 55, n. 5 (Oktober 2015).

    https://doi.org/10.1016/j.sandf.2015.09.013

  3. 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

  4. Yamada, Shotaro / Noda, Toshihiro / Tashiro, Mutsumi / Nguyen, Hong-Son (2015): Macro-element method with water absorption and discharge functions for vertical drains. In: Soils and Foundations, v. 55, n. 5 (Oktober 2015).

    https://doi.org/10.1016/j.sandf.2015.09.012

  5. 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

  6. 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

  7. Takaine, Toshihiro / Tashiro, Mutsumi / Shiina, Takahiko / Noda, Toshihiro / Asaoka, Akira (2010): Predictive Simulation of Deformation and Failure of Peat-Calcareous Soil Layered Ground Due to Multistage Test Embankment Loading. In: Soils and Foundations, v. 50, n. 2 (April 2010).

    https://doi.org/10.3208/sandf.50.245

  8. 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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