2015

Academic papers

Soils and Foundations

  1. Soil-water-air coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model, Vol.55, No.1, pp.45-62, 2015.
  2. Simulation of large-scale deformation of ultra-soft peaty ground under test embankment loading and investigation of countermeasures effective against residual settlement and failure, Vol.55, No.2, pp.343-358, 2015.
  3. 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, Vol. 55, No. 5, pp. 1044-1057.
  4. Interpretation of the mechanical behavior of embankments having various compaction properties based on the soil skeleton structure, Vol. 55, No. 5, pp. 1069-1085.
  5. Macro-element method with water absorption and discharge functions for vertical drains, Soils and Foundations, Vol. 55, No. 5, pp. 1113-1128.
  6. 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,  Vol. 55, No. 5, pp. 1129-1138.
  7. Effects of air coupling on triaxial shearing behavior of unsaturated silty specimens under constant confining pressure and various drained and exhausted conditions,  Vol. 55, No. 6, pp. 1372-1387.

Japanese Geotechnical Society Special Publication

  1. Interpretation of slaking of a mudstone embankment using soil skeleton structure model concept and reproduction of embankment failure by seismic analysis, Vol. 2, No. 5, pp. 282-287.
  2. Proposal of a new double hardening elasto-plastic constitutive model of soil skeleton based on integration of associated and non-associated flow rules, Vol. 2, No. 10, pp. 430-434.
  3. Air-coupled effects on triaxial behavior of silty specimens under a constant confining pressure and various exhausted conditions,  Vol. 2, No. 10, pp. 435-439.
  4. Soil-water-air coupled seismic behavior accompanying internal water level variation of an unsaturated embankment with an enclosed saturation area on cohesive soil ground,  Vol. 2, No. 18, pp. 670-675.
  5. Liquefaction damage enhanced by interference between the body wave and surface wave induced from the inclined bedrock,  Vol. 2, No. 19, pp. 723-728.
  6. Riedel shear band formation with flower structures that develop at the surface ground on a strike slip fault,  Vol. 2, No. 20, pp. 751-754.
  7. Seismic assessment of Nagoya Port Island against Nankai Trough earthquake, Vol. 2, No. 20, pp. 772-777.
  8. New application of mesh-free particle method to geotechnical engineering,  Vol. 2, No. 27, pp. 1008-1011.
  9. Geotechnical utilisation of soil generated from earthquake waste-derived wood chips, Vol. 2, No. 54, pp. 1880-1883.
  10. Numerical simulation of pore water pressure dissipation method based on a soil-water coupled analysis enhanced by macro element method, Vol. 2, No. 58, pp. 1996-2001.
  11. Evaluation of the improvement effects by vertical drains/vacuum consolidation on peaty ground under embankment loading,  Vol. 2, No. 72, pp. 2478-2483.

International conferences

The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, 15ARC (FUkuoka, Japan, November 2015)

  1. Riedel shear band formation with flower structures that develops at the surface ground on a strike slip fault.
  2. Interpretation of slaking of mudstone embankment based on soil skeleton structure and reproduction of the failure by seismic analysis.
  3. Soil-water-air coupled seismic behavior accompanying internal water level variation of an unsaturated embankment with an enclosed saturated area on cohesive soil ground.
  4. Proposal of a new double hardening elasto-plastic constitutive model of soil skeleton based on integration of associated and non-associated flow rules.
  5. Liquefaction damage enhanced by interference between body wave and induced surface wave on inclined bedrock.
  6. Evaluation of the improvement effects by vertical drains/vacuum consolidation on peaty ground under embankment loading.
  7. New phase of particle method for geotechnical engineering.
  8. Numerical simulation of pore water pressure dissipation method based on a soil-water coupled analysis enhanced by macro element method.
  9. Seismic assessment of Nagoya Port Island against Nankai Trough earthquake.
  10. Air coupled effects on triaxial behavior of silty specimens under a constant confining pressure and various exhausted conditions.
  11. Geotechnical utilization of disaster waste soils.