Shin-ichi Nishimura
- Reliability Design Method Of Ground Improvement For Liquefaction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 603 (September 1998). (1998):
- Prediction of Multidimensional Deformation Behavior Based on Observed Values. In: International Journal of Geomechanics, v. 14, n. 3 (Juni 2014). (2014):
- Damage Factors for Small Embankment Dams Due to the Hyogoken-Nambu Earthquake —Case Study on Hokudan Town—. In: Soils and Foundations, v. 40, n. 6 (Dezember 2000). (2000):
- Reliability-based design for earth-fill dams against severe natural disaster events. In: Soils and Foundations, v. 61, n. 2 (April 2021). (2021):
- Evaluation of liquefaction probability of earth-fill dam over next 50 years using geostatistical method based on CPT. In: Soils and Foundations, v. 59, n. 6 (Dezember 2019). (2019):
- Consolidation Inverse Analysis Considering Spatial Variability and Non-Linearity of Soil Parameters. In: Soils and Foundations, v. 42, n. 3 (Juni 2002). (2002):
- Parameter identification for Cam-clay model in partial loading model tests using the particle filter. In: Soils and Foundations, v. 52, n. 2 (April 2012). (2012):
- Numerical Analysis of the Erosion and the Transport of Fine Particles within Soils Leading to the Piping Phenomenon. In: Soils and Foundations, v. 50, n. 4 (August 2010). (2010):
- Prediction of long-term settlement and evaluation of pore water pressure using particle filter. In: Soils and Foundations, v. 59, n. 1 (Februar 2019). (2019):
- Reliability-based design of ground improvement for liquefaction mitigation. In: Structural Safety, v. 30, n. 3 (Mai 2008). (2008):