Mutsumi Tashiro
- (2005): Deformation Analyses Of Piled Raft Foundation In Terms Of Settlement Reduction And Load Sharing Ratio. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 799 ( 2005).
- (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. Dans: Soils and Foundations, v. 55, n. 5 (octobre 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. Dans: Soils and Foundations, v. 55, n. 5 (octobre 2015).
- (2015): Macro-element method with water absorption and discharge functions for vertical drains. Dans: Soils and Foundations, v. 55, n. 5 (octobre 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. Dans: Soils and Foundations, v. 55, n. 2 (avril 2015).
- (2011): Prediction of Settlement in Natural Deposited Clay Ground with Risk of Large Residual Settlement Due to Embankment Loading. Dans: Soils and Foundations, v. 51, n. 1 (février 2011).
- (2010): Predictive Simulation of Deformation and Failure of Peat-Calcareous Soil Layered Ground Due to Multistage Test Embankment Loading. Dans: Soils and Foundations, v. 50, n. 2 (avril 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. Dans: Soils and Foundations, v. 50, n. 1 (février 2010).
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