Mamoru Kikumoto
- Enhanced sand strength through low-density polyethylene reinforcement. In: Construction and Building Materials, v. 409 (December 2023). (2023):
- Concept of effective suction for describing hysteresis of multiphase pressure–saturation relationship in porous media. In: Soils and Foundations, v. 63, n. 1 (February 2023). (2023):
- Unified state boundary surface model for clay and sand under saturated and unsaturated conditions. In: Soils and Foundations, v. 62, n. 5 (October 2022). (2022):
- Three Dimensional Trapdoor Experiments And Its Numerical Nalyses On The Mechanical Behavior During Tunnel Excavation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 750 (December 2003). (2003):
- Method Of Estimating The Earth Pressures Acting On Twin Parallel Tunnels Through Trapdoor Experiments. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 799 ( 2005). (2005):
- Data-driven approach to solve vertical drain under time-dependent loading. In: Frontiers of Structural and Civil Engineering, v. 15, n. 3 (June 2021). (2021):
- Modeling water–NAPL–air three-phase capillary behavior in soils. In: Soils and Foundations, v. 54, n. 6 (December 2014). (2014):
- A Simple and Unified One-Dimensional Model to Describe Various Characteristics of Soils. In: Soils and Foundations, v. 51, n. 6 (December 2011). (2011):
- A Simple and Unified Three-Dimensional Model to Describe Various Characteristics of Soils. In: Soils and Foundations, v. 51, n. 6 (December 2011). (2011):
- Behavior of Ground and Response of Existing Foundation Due to Tunneling. In: Soils and Foundations, v. 51, n. 3 (June 2011). (2011):
- Particle Crushing and Deformation Behaviour. In: Soils and Foundations, v. 50, n. 4 (August 2010). (2010):
- The role of dilatancy in shallow overburden tunneling. In: Underground Space, v. 4, n. 3 (September 2019). (2019):