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Mutsumi Tashiro

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. 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 (October 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 (October 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 (October 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 (February 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 (February 2010).

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

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