Mutsumi Tashiro
- 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). (2005):
- 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). (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). (2015):
- Macro-element method with water absorption and discharge functions for vertical drains. In: Soils and Foundations, v. 55, n. 5 (Oktober 2015). (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). (2015):
- 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). (2011):
- 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). (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). (2010):