Professor
Tatsuya Ishikawa
Faculty of Engineering 6F A607 office
TEL/FAX：+81-11-706-6202, e-mail：t-ishika@eng.hokudai.ac.jp
Keywords ：Unsaturated soil, Frost heaving, Granular material, Cyclic behavior
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
- Shoulong Zhang (D3)
- Effects of freeze-thaw of ballasted track on track irregularity and train vibration and its evaluation
- Yuwei Wu (D2)
- Effect verification of wicking fabric on suppression to frost heave and thaw settlement at cold region pavement
- Junling Si (D1)
- Mechanical response and damage analysis of asphalt pavement subjected to wheel loads in seasonally cold region
- Daoju Ren (D1)
- Dynamic mechanical properties of subgrade soils subject to freeze-thaw action and its effect on fatigue life of road pavement
- Takumi Murakami (D1)
- Proposal of slope stability evaluation method in snowy cold region considering rainfall habituation
- Kaito Hiramatsu (M2)
- Effect evaluation of aging on hydro-mechanical characteristics of railroad ballast
- Tatsuya Furuki (M2)
- Proposal of capillary barrier system by optimizing grain size distribution of asphalt pavement
- Wentao He (M1)
- Proposal of catchment-scale slope stability approach with rainfall infiltration/runoff analysis considering grass layer
- Sho Okuda (M1)
- Study on the rational installation method of geosynthetic drainage materials for frost heave depression of road pavement
- Yusuke Ohara (M1)
- Effects of variation in fine fraction content on slope stability of volcanic coarse-grained soil
- Ren Hashimoto (M1)
- Effects of variation in fine fraction content on infiltration characteristics of volcanic coarse-grained soil
- Kota Sone (B4)
- Adaptability evaluation of analyzed precipitation for slope failure prediction
- Tatsuya Eki (B4)
- Effect evaluation of sediment inflow on deformation-strength characteristics of railroad ballast
- Ren Ono (B4)
- Proposal of wide-area slope disaster risk assessment considering regional characteristics of rainfall and geology
- Maiko Takeda (B4)
- Applicability evaluation of pavement structure design method considering material characteristics of subbase/subgrade
- Hamidou Hamadoum Tamboura (D3)
- Bearing capacity of an incompletely end-supported pile based on Rigid Plastic Finite Element Method
- Keba Lukueta Eric (D1)
- Risk assessment of unstable ground due to cavity based on Rigid Plastic Finite Element Method
- Kohei Murata (M2)
- Ultimate lateral resistance acting on steel pipe pile in soft clay ground during earthquake and negative friction after earthquake
- Ren Fudong (D1)
- Landslide risk prediction and regional dependence evaluation based on disaster hestory using machne learning
- Naoki Taniguchi (M2)
- Construction and verification of a wide-area disaster prevention model for geohazards using machine learning based on remote sensing data
- Yasutaka Honda (M2)
- Evaluation of penetration resistance, vertical bearing capacity and pull-out resistance of a small-diameter spiral pile by similitude model tests using seepage force
- Kenji Yoshida (M1)
- Evaluation of penetration resistance, vertical bearing capacity and pull-out resistance of a small-diameter spiral pile by similitude model tests using seepage force
- Mahmood ul Hassan (M1)
- Seismic performance of a bridge column integrated by multiple steel pipes with directly-connected piles
- Kazuki Orito (B4)
- Risk assessment of bridge damage during heavy rain considering the inhibition rate by piers
- Yusui Kusumoto (B4)
- Natsuki Ohira (B4)
- Estimating for driftwood generation potential and sediment-related disaster risk assessment by machine learning
- Tomoya Tateyama (B4)
- Landslide risk evaluation model construction by machine learning and its generalization performance evaluation
- Iwaki Yamagishi (B4)
- Evaluation of bearing capacity of ground with developed cavities based on gravity field model experiments
- Hitoshi Nishioka (M2)
- Collapse control of excavated ground by simple soil guard with folding stool shape
- Taka-aki Hirakawa (M2)
- Masaki Kusakabe (B4)
- Tsubasa Kita (B4)
- Ryo Nishiyama (B4)