Hirochika Hayashi
- Determining parameters of peat soil for finite-element analysis using the Cam Clay model. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. :
- Analysis of long-term settlement of road embankment on peat ground during its service period. In: Soils and Foundations, v. 63, n. 5 (Oktober 2023). (2023):
- Increasing the Undrained Shear Strength of Soft Ground Improved by Vacuum Consolidation. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 177, n. 3 (Juni 2024). (2024):
- Liquefaction Array Observations At Two Sites And Analysis Of Their Records. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 703 ( 2002). (2002):
- Strength Characteristics of Cement-treated Soil Cured under Extremely Low Temperatures. In: Proceedings of the Institution of Civil Engineers - Ground Improvement. :
- A rational design approach to peat ground improvement by vertical drains. In: Soils and Foundations, v. 60, n. 6 (Dezember 2020). (2020):
- Reconsideration of the settlement behavior of peat from view point of hydraulic conductivity. In: Soils and Foundations, v. 59, n. 2 (April 2019). (2019):
- Applicability of settlement prediction method to peaty ground. In: Soils and Foundations, v. 56, n. 1 (Februar 2016). (2016):
- Coefficient of earth pressure at rest for normally and overconsolidated peat ground in Hokkaido area. In: Soils and Foundations, v. 52, n. 2 (April 2012). (2012):
- Field Performance of PVD Combined with Reinforced Embankment on Peaty Ground. In: Soils and Foundations, v. 51, n. 1 (Februar 2011). (2011):
- Reducing the secondary consolidation of peat ground using vacuum consolidation. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 174, n. 3 (August 2021). (2021):