Hidetoshi Ochiai
- UNDRAINED SHEAR STRENGTH PROPERTIES OF CLAY UNDER THE CONDITION OF K₀-CONSOLIDATION AND PLANE STRAIN TRIAXIAL COMPRESSION. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 505 ( 1994). (1994):
- Strength Properties Of Sand-clay Mixed Soils Based On Soil Structure. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 469 (juin 1993). (1993):
- One-dimensional Compression Properties Of Sand-clay Mixed Soils Based On Soil Structure. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 457 (décembre 1992). (1992):
- Stress-strain Relationship Of Mixtures With Two Different Materials And Its Application To One-dimensional Compression Property Of Sand-clay Mixed Soils. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 448 (juin 1992). (1992):
- Strength Properties And Failure Criterion Of Sandstone. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 352 ( 1984). (1984):
- A Liquefaction Analysis Of Saturated Sand Ground Based On Shear Works. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1986, n. 370 (juin 1986). (1986):
- A Study On Horizontal Plastic Ground Reaction Of Pier Foundation With Inclined Loads. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 610 (décembre 1998). (1998):
- Pull-out Capacity And Bulb Form Characterristics Of Repeated Grouting Type Ground Anchor And Its Practical Application. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 694 (décembre 2001). (2001):
- Utilization Of Cement Treated Dredged Soil With Working Ship. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 750 (décembre 2003). (2003):
- Study On Earthquake-proof Property Of Road Embankment On Soft Clay Ground Including Loose Sandy Layer. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 757 (mars 2004). (2004):
- The Relation between the Shear Strength of Sands in Direct Shear and Plane Strain Tests. Dans: Soils and Foundations, v. 15, n. 4 (décembre 1975). (1975):
- A Method of Deformation Analysis for Geogrid-Reinforced Soil. Dans: Soils and Foundations, v. 27, n. 3 (septembre 1987). (1987):
- A Method for Calculating the Undrained Strength Ratio, C/P, of Normally Consolidated Clay Measured in the Simple Shear Test. Dans: Soils and Foundations, v. 21, n. 1 (mars 1981). (1981):
- On the Stress-Strain Behaviour of Lightly Cemented Clay Based on an Extended Critical State Concept. Dans: Soils and Foundations, v. 40, n. 5 (octobre 2000). (2000):
- Stress-Strain Relationship of Frozen Sand as a Composite Geomaterial. Dans: Soils and Foundations, v. 41, n. 3 (juin 2001). (2001):
- Pile End-Bearing Capacity of Sand Related to Soil Compressibility. Dans: Soils and Foundations, v. 41, n. 4 (août 2001). (2001):
- Skin Friction of Non-Displacement Piles Related to Simple Shear Mode with Large Strain State Friction Angle. Dans: Soils and Foundations, v. 46, n. 4 (août 2006). (2006):
- Performance factor for bearing resistance of bored friction piles. Dans: Structural Safety, v. 14, n. 1-2 (avril 1994). (1994):