Makoto Kimura
- Numerical investigation on arching effect surrounding deep cylindrical shaft during excavation process. Dans: Underground Space, v. 7, n. 5 (octobre 2022). (2022):
- Seismic performance of group pile foundation with ground improvement during liquefaction. Dans: Soils and Foundations, v. 61, n. 4 (août 2021). (2021):
- Three Dimensional Trapdoor Experiments And Its Numerical Nalyses On The Mechanical Behavior During Tunnel Excavation. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 750 (décembre 2003). (2003):
- Numerical Simulation On Dynamic Behavior Of A Pile Foundation With Inclined Piles By Dynamic Analysis On A Full System. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 771 (septembre 2004). (2004):
- Proposal Of Mixture Design Of Highly Impermeable Geomaterials For The Use Of Coastal Waste Disposal Sites. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 771 (septembre 2004). (2004):
- Statnamic Load Tests On Model Pile Group And Piled Raft In Sand. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 778 (décembre 2004). (2004):
- The Seismic Performance Of A Steel-pile Foundation With Inclined Piles. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 806 ( 2005). (2005):
- Seismic Evaluations of Pile Foundations with Three Different Methods Based on Three-Dimensional Elasto-Plastic Finite Element Analysis. Dans: Soils and Foundations, v. 40, n. 5 (octobre 2000). (2000):
- Numerical Prediction of the Dynamic Behaviors of an RC Group-Pile Foundation. Dans: Soils and Foundations, v. 42, n. 3 (juin 2002). (2002):
- Study of dynamic stability of unsaturated embankments with different water contents by centrifugal model tests. Dans: Soils and Foundations, v. 55, n. 1 (février 2015). (2015):
- Water Cut-Off Performance of H-Jointed Steel Pipe Sheet Piles with H-H Joints Attaching Water-Swelling Materials. Dans: Soils and Foundations, v. 51, n. 6 (décembre 2011). (2011):
- Prevention of the ground subsidence by using the foot reinforcement side pile during the shallow overburden tunnel excavation in unconsolidated ground. Dans: Tunnelling and Underground Space Technology, v. 63 (mars 2017). (2017):