Professor
Tatsuya Ishikawa
Chair, ISSMGE TC202 Transportation Geotechnics
Faculty of Engineering 6F A607 office
TEL/FAX：+81-11-706-6202, e-mail：t-ishika@eng.hokudai.ac.jp
Keywords ：Transportation Geotechnics, Geotechnical disaster prevention in cold regions, Unsaturated soil mechanics, Multiphysics analysis, Frost heave
Associate Professor
Koichi Isobe
Faculty of Engineering 6F A608 office
TEL：+81-11-706-6201, e-mail：kisobe@eng.hokudai.ac.jp
Keywords : Foundation engineering, Antiseismic reinforcement, Liquefaction, Slope stability analysis, Large deformation analysis
Assistant Professor
Shoji Yokohama
Faculty of Engineering 6F A653 office
TEL：+81-11-706-6203, e-mail：yokohm@eng.hokudai.ac.jp
Keywords : Recycled ground material, Compaction, Arrangement patterns of soil particles
Ishikawa's students
- Daoju Ren (D3)
- Dynamic mechanical properties of subgrade soils subject to freeze-thaw action and its effect on fatigue life of road pavement
- Minxun Liao (D2)
- Frost heave inhibition effect of wicking fabrics considering vapor and liquid water migration
- Tingyong Zhang (M2)
- Rationalization of slope drainage system with rainfall infiltration and runoff analysis
- Xuesen Li (M2)
- Slope collapse analysis considering subsurface flow and surface flow based on FEM-MPM coupled analysis
- Daiki Koyama (M2)
- Fundamental experiment on the rational construction method of geosynthetic drainage material
- Kyotaro Ueda (M2)
- Influence of seepage erosion on the shear strength of saturated volcanic coarse grained soils
- Tomoki Ueno (M2)
- Adaptability evaluation of wide-area slope disaster risk assessment considering regional characteristics of rainfall and geology
- Sparsh Bhardwaj (M2)
- Kinangai Samuel Mwangi（M1）
- Prajapati Sant Kumar（M1）
- Naoki Ikehara（B4）
- Takuya Kawai（B4）
- Hiroaki Kumada（B4）
- Keba Lukueta Eric (D3)
- Risk assessment of unstable ground due to cavity based on Rigid Plastic Finite Element Method
- Ren Fudong (D3)
- Landslide risk prediction and regional dependence evaluation based on disaster history using machine learning and deep leering
- Jiang Yazhou (D3)
- Long-term subsidence of soft clay due to an earthquake
- Mahmood ul Hassan (D2)
- Seismic performance of a bridge column integrated by multiple steel pipes with directly-connected piles
- Shanpeng Liu (D2)
- Shah Faheem (D1)
- Evaluation of penetration resistance, vertical bearing capacity and pull-out resistance of a small-diameter spiral pile in various type of grounds and conditions
- Kohei Sakurai (M1)
- Evaluation of penetration resistance, vertical bearing capacity and pull-out resistance of a small-diameter spiral pile in unsaturated sand
- Ali Syed Agha Shsh (M1)
- Bearing capacity evaluation of bridge pier foundations dammed up due to river channel blockage due to driftwood
- Diyuan Lee (M1)
- Landslide risk prediction and regional dependence evaluation based on disaster history using machine learning and deep leering
- Miku Ando (M1)
- Potential Driftwood Disaster Risk Assessment for River Crossing Bridges Based on AI Prediction of Driftwood Sources
- Kensuke Shioda（B4）
- Shintaro Tokunaga（B4）
- Yutaka Nagoya（B4）
- Ryo Nishiyama (M2)
- Reita Saito (M2)
- Experimental study on securing internal space in soil guard subjected to lateral earth pressure
- Keita Ozaki (M2)
- Study on improving the bearing characteristics of sandy ground by installing magnetically-charged reinforcing tool
- Kenichiro Kanaoka（B4）
- Shuhei Hayata（B4）
- Tsubasa Wakitani（B4）