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