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
- Kinangai Samuel Mwangi（M2）
- Evaluating the elasto-plastic behavior of crushable subgrade soil
- Prajapati Sant Kumar（M2）
- Assessment of aging effects on rainfall infiltration behavior of ballasted track
- Michael Sarpong（M1）
- Ryo Asaga（B4）
- Lifetime assessment of asphalt pavement considering material properties of base and subgrade materials in future climates
- Riko Sakata（B4）
- Estimation of ballast aging effect index based on inverse analysis of rainfall infiltration behavior of ballasted track
- Haruka Yamada（B4）
- Assessment of the impact of climate change on slope disaster risk in various parts of Hokkaido
- Mahmood ul Hassan (D3)
- Seismic performance of a bridge column integrated by multiple steel pipes with directly-connected piles
- Shanpeng Liu (D3)
- A fundamental study on crack extraction techniques using point cloud data and deep learning
- Shah Faheem (D3)
- 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 (D1)
- Bearing capacity evaluation of bridge pier foundations dammed up due to river channel blockage due to driftwood
- Qianhao Yue (Research student)
- Development of new slope stabilization measures integrating constructability and seepage control
- Diyuan Li (M2)
- Automated Railway Assessment from LiDAR Point Clouds Using Deep Learning and Geometric Post Processing
- Miku Ando (M2)
- Development of a bridge damage risk assessment based on deep learinig-assisted clustering of driftwood sources
- Shintaro Tokunaga（M1）
- Evaluation of sandbar development level and driftwood generation/accumulation model using satellite images and machine learning
- Yutaka Nagoya（M1）
- Evaluating ultimate bearing capacity of bridge pier foundation under driftwood-induced river channel obstruction
- Hartawan Muhammad Billy（M1）
- Sasuke Takahashi（B4）
- Vertical bearing capacity characteristics of small-diameter spiral piles in saturated, unsaturated, and re-saturated sandy ground
- Sora Ueda（B4）
- Driftwood Segmentation on Sandbars Using Point-Cloud Deep Learning and Investigation of Accuracy Requirements for Volume Estimation
- Taiga Nakano（B4）
- Effect of size of heat collection plate on thermoelectric conversion behavior by ground temperature
- Jiei Sakurai（B4）
- Effect of stopper boards on behavior in preventing blockage of excavated ground with soil guard