Mamoru Mimura
- Geometric accuracy of rock joint surface impressions obtained by less-destructive thermoplastic resin-based method. Dans: Soils and Foundations, v. 64, n. 3 (juin 2024). (2024):
- Geotechnical approaches for preservation of openly exhibited Geo-relics damaged by rainfall infiltration. Dans: Soils and Foundations, v. 62, n. 1 (février 2022). (2022):
- Measuring desiccation-induced tensile stress during cracking process. Dans: Soils and Foundations, v. 61, n. 4 (août 2021). (2021):
- Evaluation Of In-situ Natural Water Content And Wet Density With Ri-cone Penetrometer For Sandy Deposits. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 638 (décembre 1999). (1999):
- Mathematical Structure of an Overstress Elasto-Viscoplastic Model for Clay. Dans: Soils and Foundations, v. 27, n. 3 (septembre 1987). (1987):
- Deformation Analysis of a Reclaimed Marine Foundation Subjected to Land Construction. Dans: Soils and Foundations, v. 30, n. 4 (décembre 1990). (1990):
- Moisture Measurement by Neutron Moisture Cone Penetrometer: Design and Application. Dans: Soils and Foundations, v. 32, n. 4 (décembre 1992). (1992):
- Stress-Strain Behavior and Yielding Characteristics of Eastern Osaka Clay. Dans: Soils and Foundations, v. 35, n. 3 (septembre 1995). (1995):
- Description of Time-Dependent Behavior of Quasi-Overconsolidated Osaka Pleistocene Clays Using Elasto-Viscoplastic Finite Element Analyses. Dans: Soils and Foundations, v. 44, n. 4 (août 2004). (2004):
- Long-Term Settlement of the Reclaimed Quasi-Overconsolidated Pleistocene Clay Deposits in Osaka Bay. Dans: Soils and Foundations, v. 43, n. 6 (décembre 2003). (2003):
- Damages on Waterfront Ground During the 1999 Kocaeli Earthquake in Turkey. Dans: Soils and Foundations, v. 43, n. 5 (octobre 2003). (2003):
- Effect of Permeability and Compressibility of Sandwiched Gravelly Sand Layers On Subsequent Settlement of Pleistocene Deposits. Dans: Soils and Foundations, v. 45, n. 6 (décembre 2005). (2005):
- Improvements in Nuclear-Density Cone Penetrometer for Non-Homogeneous Soils. Dans: Soils and Foundations, v. 47, n. 1 (février 2007). (2007):
- Interactive behavior of Pleistocene marine foundation of existing 1st phase island due to construction of 2nd phase island of Kansai International Airport. Dans: Soils and Foundations, v. 53, n. 3 (juin 2013). (2013):
- Numerical Assessment for the Behavior of the Pleistocene Marine Foundations due to Construction of the 1st Phase Island of Kansai International Airport. Dans: Soils and Foundations, v. 51, n. 6 (décembre 2011). (2011):